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HomeMy WebLinkAbout000-000-001NORTH VALLEY BUILDING SYSTEMS 30 Seville Ct. Chico, CA 95928 El BUTLER A BloeScope Steel Company Custom Building Design Project: LUNDBERG ADMINISTRATION OFFICE Location: RICHVALE, CA Builder: NORTH VALLEY BUILDING SYSTEMS G10— (cam 4—Z (-F, 0,)_ Project Number: 174113 BUTTE COMM? 51.111MINN DiVIS1011 4' Po ' ,r Engineer: BONG S. PARK, P.E. j BOOK III r _OFESSIO�yq Butler Manufacturing' Specialty Engineering ti 1540 Genessee Street `„�.t .Post Office Box 419917. � Kansas City, Missouri 64141-0917 Phone: (816) 968-3614 1 �� c,0V.r BUTLER ENGINEERING DATA FORM NO. 250-10 FILE NO. t X7/11 1 � SOB MADE BY . CKD. BY DATE f PAGE OF REVI- 1 £ f DIV ' &F-r2c r o;Fr- f CMZ SION p £ £ Ji.a_ i s 's i s � -•- i f 1g 9-4 _ ..., .., s ,...,...... cr .... _ .... ....._ ... ,Y ... w, x .w� tt F .. _ ,Jft.� r _ 'w rrr I I .... _ w .... g.,..::. ...... w s _ g x ., ,r x _ -- CZ x x , W fli di IT A. [ max} x .. 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I £ �.... �j ...,. _ ................4... ............., g . ,„.. .. ......•, _. ... _� ...'.... .. _.¢".E.. ..,.._, .j ... _...._.. a._. _ € .. ..J ".. 1 ... .,,E .. ._ _ E.. _.d..., . yy ✓ ...�..».,.......,x_„ .„j...:,.. s ... ..,.e....o.,..,d.._ .. pp{{ ..... SSSS j }# T •,..E_ -. .. • L` • 45 2 17 16 1 CADocuments and Settingslbspark\Desktop\NortWalley2.bcf 1='1Zt�r-lam @- �vLi ►2 3 4,93.E I�,e 15 —18 14 ******************************************* * * * Auto/Steel Design * * * Butler Manufacturing Company * * * BC Frame * V5.0 January 2008 * * * Complying with AISC-2005 (13th) * * ******************************************* TITLE:' North Valley - Frame 0 3 Specialty BY: . BSP DATE: 08-03-09 FILE NO.: 174113 REPORT OPTIONS ....DESIGN DATA ....DESIGN SUMMARY REPORT ....(LAST CYCLE ONLY) ....JOINT DEFLECTIONS ....SECTION PROPERTIES ....(LAST CYCLE ONLY) ....SPLICE SUMMARY REPORT *** E X E C U T I O N O P T I O N S *** --- Stability Analysis per AISC-2005 --- EXECUTIQN MQDE = REVIEW MAXIMUM NUMBER OF TRIALS = 1 UNITY CHECK RANGE = 0.950 TO 1.015 MAXIMUM SEGMENT SIZE = 4.000 ft. COEF. OF LINEAR EXPANSION = 0.0000065000 MOD. OF ELASTICITY,E = 29000000. psi WEB STIFFENERS = NO I 0. Om *** D E T A I L I N P U T E C H 0 *** ADS JOINTS ADS JOINT 1 12.58 0.00 1101 0.000 0.000 0.000 ADS JOINT 2 0.00 8.25 01 0.000 0.000 0.000 ADS JOINT 3 13.21 10.73 01 0.000 0.000 0.000 ADS JOINT 4 34.00 16.00 01 0.000 0.000 0.000 ADS JOINT 5 35.17 16.00 01 0.000 0.000 0.000 ADS JOINT 6 31.00 24.25 01 0.000 0.000 0.000 ADS JOINT 7 35.17 25.04 01 0.000 0.000 0.000 ADS JOINT 8 49.00 28.50 01 0.000 0.000 0.000 ADS JOINT 9 62.83 25.04 01 0.000 0.000 0.000 ADS JOINT 10 67.00 24.25 01 0.000 0.000 0.000 ADS JOINT 11 62.83 16.00 01 0.000 0.000 0.000 ADS JOINT 12 64.00 16.00 01 0.000 0.000 0.000 ADS JOINT 13 84.79 10.73 01 0.000 0.000 0.000 ADS JOINT 14 98.00 8.25 01 0.000 0.000 0.000 ADS JOINT 15 85.42 0.00 1101 0.000 0.000 0.000 ADS JOINT 16 4.50 0.00 1101 0.000 0.000 0.000 ADS JOINT 17 4.50 9.13 01 0.000 0.000 0.000 ADS JOINT 18 93.50 0.00 1101 0.000 0.000 0.000 ADS JOINT 19 93.50 9.13 01 0.000 0.000 0.000 ADS MEMBERS - ADS MEMBERLC 16 17 1. 6.00 0.00 0.00 0.00 0.00 0.00 6.00 1 0. 1.000 ADS SECTION 1 603 46.000 0.000 S1 SE 0.000 ADS MEMBERBM 2 17 0. 6.0012.00 0.00 0.00 0.00 0.0012.00 2 0. 1.000 ADS SECTION 1 102 211 55.000 2.000 0.000 ADS SECTION 2 102 211 0.000 0.000 0.000 ADS MEMBERBM 17 3 1.12.00 0.00 0.00 0.00 0.00 0.0012.00 1 0. B 1.000 ADS BRACE 2.0 6.OT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 ADS SECTION 1 102 211 55.000 0.000 SE 0.000 ADS MEMBERBC 1 3 0.12.00 0.00 0.00 0.00 0.00 0.0024.00 1 0. 1.500 ADS SECTION 1 110 204 55.000 0.000 S1 SE 0.000 ADS MEMBERBM 3 4 0.24.00 0.00 0.00 0.00 0.00 0.0024.00 1 0. B 1.000 ADS BRACE 4.0 9.OT 14.0 19.0 01.0 0.0 0.0 0.0 0.0 0.0 0.00 ADS SECTION 1 110 204 110 55.000 0.000 SE 0.000 ADS MEMBERBM 4 5 0.24.00 0.00 0.00 0.00 0.00 0.0024.00 1 0. 1.000 ADS SECTION 1 113 204 55.000 0.000 0.000 ADS MEMBERBM 5 7 1000.12.00 0.00 0.00 0.00 0.00 0.0012.00 1 0. 1.000 ADS SECTION 1 102 211 55.000 0.000 S1 0.000 ADS MEMBERBM 6 7 0. 6.00 0.00 0.00 0.00 0.00 0.0015.00 1 0. 1.000 ADS SECTION 1 102 211 55.000 0.000 SE 0.000 ADS 8 00000 0.000 0.000. 00.00140.000 B 10.000 ADS VRBM 5.0 9.OT013.000 0.00 0 0 0.0 00 • -7 ADS $ ^ON 1 102 211 105. CL 55.000 0.000 S ADS 10 RBM 8 9 0.14.00 0.00 0.00 0.00 0.00 0.0014.00 DL ADS BRACE 1.0 IP 5.0T 9.0 0.0 0.0 0.0 0.0 0-.0 0.0 ADS SECTION 1 102 211 105. IP 55.000 0.000 .6DL+WR1 ADS MEMBERBM 9 10 0.15.00 0.00 0.00 0.00 0.00 0.00 6.00 1 ADS SECTION 1 102 211 79. 55.000 0.000 S1 0. ADS MEMBERBM 11 9 1000.12.00 0.00 0.00 0.00 0.00 0.0012.00 1 ADS SECTION 1 102 211 LL 79. WLR 55.000 0.000 S1 ADS MEMBERBM 5 11 0.24.00 0.00 0.00 0.00 0.00 0.0024.00 1 ADS SECTION 1 113 204 105. DL 55.000 0.000 CL ADS MEMBERBM 11 12 0.24.00 0.00 0.00 0.00'0.00 0.0024.00 1 ADS SECTION 1 113 204 105. IS DL+CLL+WR2 55.000 0.000 ASD ADS MEMBERBM 12 13 0.24.00 0.00 0.00 0.00 0.00 0.0024.00 1 ADS BRACE 3.0 LDCN1.00 8.0 13.OT 18.0 0.0 0.0 0.0 0.0 0.0 ADS SECTION 1 110 204 110 55.000 0.000 S1 ADS MEMBERBC 15 13 0.12.00 0.00 0.00 0.00 0.00 0.0024.00 1 ADS SECTION 1 110 204 Y UNIF 55.000 0.000 S1 0.000 ADS MEMBERBM 13 19 1000.12.00 0.00 0.00 0.00 0.00 0.0012.00 1 ADS BRACE 4.OT 8.OT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ADS SECTION 1 102 211 0.000 55.000 0.000 S1 0.000 ADS MEMBERBM 19 14 0.12.0012.00 0.00 0.00 0.00 0.00 6.00 2 ADS SECTION 1 102 211 ADS LOAD 55.000 0.000 7 DL ADS SECTION 2 102 211 -0.100 0.000 55.000 2.000 ADS ADS MEMBERLC 18 19 1. 6.00 0.00 0.00 0.00 0.00 0.00 6.00 1 ADS SECTION 1 603 8 9 DL GLOB 46.000 0.000 S1 UNIF MISSING LOADCOND CARD - WILL ASSUME LDCN CARDS FOLLOW ADS LOADION SE 0.000 �1 0. B 1.000 0.0 0.00 SE 0.000 0. 1.000 0.000 0. 1.000 0.000 0. 1.000 0.000 0. 1.000 0.000 0. B 1.000 0.0 0.00 0.000 0. 1.500 SE 0.000 0. B 1.000 0.0 0.00 0.000 0. 1.000 0.000 0.000 0. 1.000 SE 0.000 ASD LDCN1.00 1 105. DL 105. CL 105. LL 0. DL+CLL+LL ASD LDCN1.00 2 63. DL 105. WLL 105. IP 0. .6DL+WL1 ASD LDCN1.00 3 63. DL 105. WLR 105. IP 0. .6DL+WR1 ASD LDCN1.00 4 105. DL 105. CL 79. LL 79. WLL DL+CLL+.75(LL+WL2) 79. IS 0. 0. 0. ' ASD LDCN1.00 5 105. DL 105. CL 79. LL 79. WLR DL+CLL+.75(LL+WR2) 79. IS 0. 0. 0. ASD LDCN1.00 6 105. DL 105. CL 105. WLL 105. IS DL+CLL+WL2 ASD LDCN1.00 7 105. DL 105. CL 105. WLR 105. IS DL+CLL+WR2 ASD LDCN1.00 8 112. DL 112. CL 74. EQ 0. DC(1+.14SD)+.7EQL ASD LDCN1.00 9 112. DL 112. CL -74. EQ 0. DC(1+.14SD)+.7EQR ADS LOADS ADS LOAD 2 17 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 ADS LOAD 17 3 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 ADS LOAD 3 4 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 ADS LOAD 4 5 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 ADS LOAD 6 7 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 ADS LOAD 7 8 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 ADS LOAD 8 9 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 ADS LOAD 9 10 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 ADS LOAD 11 12 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 ADS LOAD 12 13 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 C C ADS 13 19 DL GLOB Y UNIF 0.000 -0.100 0.0 0.000 \, ADS LC. �' 19 14 DL GLOB Y UNIF 0.000 -0.100 O.0 Ib 0.000 ADS LOAL 2 17 CL GLOB Y UNIF 0.000 -0.200 0.00 0.000 ADS LOAD 17 3 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 ADS LOAD 3 4 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 ADS LOAD 4 5 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 ADS LOAD 6 7 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 ADS LOAD 7 8 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 ADS LOAD 8 9 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 ADS LOAD 9 10 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 ADS LOAD 11 12 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 ADS LOAD 12 13 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 ADS LOAD 13 19, CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 ADS LOAD 19 14 CL GLOB Y UNIF 0.000 -0.240 0.000 0.000 ADS LOAD 2 17 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 ADS LOAD •17 3 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 ADS LOAD 3 4 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 ADS LOAD 4 5 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 ADS LOAD 6 7 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 ADS LOAD 7 8 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 ADS LOAD 8 9 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 ADS LOAD 9 10 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 ADS LOAD 11 12 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 ADS LOAD 12 13 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 ADS LOAD 13 19 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 ADS LOAD 19 14 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 ADS LOAD 1 3 WLL GLOB X UNIF 0.000 0.151 0.000 0.000 ADS LOAD 3 4 WLL MEMB Y UNIF 0.000 0.217 0.000 0.000 ADS LOAD 4 5 WLL MEMB Y UNIF 0.000 0.217 0.000 0.000 ADS LOAD 5 7 WLL GLOB X UNIF 0.000 0.151 0.000 0.000 ADS LOAD 6 7 WLL MEMB Y UNIF 0.000 0.350 0.000 0.000 ADS LOAD 7 8 WLL MEMB Y UNIF 0.000 0.217 0.000 0.000 ADS LOAD 8 9 WLL MEMB Y UNIF 0.000 0.137 0.000 0.000 ADS LOAD 9 10 WLL MEMB Y UNIF 0.000 0.472 0.000 0.000 ADS LOAD 11 9 WLL GLOB X UNIF 0.000 0.118 0.000 0.000 ADS LOAD 11 12 WLL MEMB Y UNIF 0.000 0.137 0.000 0.000 ADS LOAD. 12 13 WLL MEMB Y UNIF 0.000 0.137 0.000 0.000 ADS LOAD 15 13 WLL GLOB X UNIF 0.000 0.118 0.000 0.000 ADS LOAD 13 19 WLL MEMB Y UNIF 0.000 0.472 0.000 0.000 ADS LOAD 19 14 WLL MEMB Y UNIF 0.000 0.472 0.000 0.000 ADS LOAD 2 17 WLL MEMB Y UNIF 0.000 0.350 0.000 0.000 ADS LOAD 17 3 WLL MEMB Y UNIF 0.000 0.350 0.000 0.000 ADS LOAD 1 3 WLR GLOB X UNIF 0.000 -0.118 0.000 0.000 ADS LOAD 3 4 WLR MEMB Y UNIF 0.000 0.137 0.000 0.000 ADS LOAD 4 5 WLR MEMB Y UNIF 0.000 0.137 0.000 0.000 ADS LOAD 5 7 WLR GLOB X UNIF 0.000 -0.118 0.000 0.000 ADS LOAD 6 7 WLR MEMB Y UNIF 0.000 0.472 0.000 0.000 ADS LOAD 7 8 WLR MEMB Y UNIF 0.000 0.137 0.000 0.000 ADS LOAD 8 9 WLR MEMB Y UNIF 0.000 0.217 0.000 0.000 ADS LOAD 9 10 WLR MEMB Y UNIF 0.000 0.350 0.000 0.000 ADS LOAD 11 9 WLR GLOB X UNIF 0.000 -0.151 0.000 0.000 ADS LOAD 11 12 WLR MEMB Y UNIF 0.000 0.217 0.000 0.000 ADS LOAD 12 13 WLR MEMB Y UNIF 0.000 0.217 0.000 0.000 ADS LOAD 15 13 WLR GLOB X UNIF 0.000 -0.151 0.000 0.000 ADS LOAD 13 19 WLR MEMB Y UNIF 0.000 0.350 0.000 0.000 ADS LOAD 19 14 WLR MEMB Y UNIF 0.000 0.350 0.000 0.000 ADS LOAD 2 17 WLR MEMB Y UNIF 0.000 0.472 0.000 0.000 ADS LO 17 3 WLR MEMB Y UNIF 0.000 0.472 0.000 0.000 ADS 1 3 IP GLOB X UNIF 0.000 -0.057 0.000 ADS 3 4 IP MEMB Y UNIF 0.000 0.057 0.000 • ADS4 5 IP MEMB Y UNIF 0.000 0.057 0 0.000 ti ADS i 5 7 IP GLOB X UNIF 0.000 -0.057 0 0.000 ADS LL7!!'�f 6 7 IP MEMB Y UNIF 0.000 0.057 0.0 0 0.000 ADS LOAD 7 8 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 ADS LOAD 8 9 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 ADS LOAD 9 10 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 ADS LOAD 11 9 IP GLOB X UNIF 0.000 0.057 0.000 0.000 ADS LOAD 11 12 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 ADS LOAD 12 13 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 ADS LOAD 15 13 IP GLOB X UNIF 0.000 0.057 0.000 0.000 ADS LOAD 1 3 IS GLOB X UNIF 0.000 0.057 0.000 0.000 ADS LOAD 3 4 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 ADS LOAD 4 5 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 ADS LOAD 5 7 IS GLOB X UNIF 0.000 0.057 0.000 0.000 ADS LOAD 6 7 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 ADS LOAD 7 8 IS MEMB Y UNIF 0.000 -0:057 0.000 0.000 ADS LOAD 8 9 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 ADS LOAD 9 10 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 ADS LOAD 11 9 IS GLOB X UNIF 0.000 -0.057 0.000 0.000 ADS LOAD 11 12 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 ADS LOAD 12 13 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 ADS LOAD 15 13 IS GLOB X UNIF 0.000 -0.057 0.000 0.000 ADS LOAD 3 4 EQ GLOB X CONC 0.000 2.650 0.000 0.000 ADS LOAD 13 12 EQ GLOB X CONC 0.000 2.650 0.000 0.000 ADS LOAD 7 8 EQ GLOB X CONC 0.000 0:980 0.000 0.000 ADS LOAD 9 8 EQ GLOB X CONC 0.000 0.980 0.000 0.000 ADS END m North Valley - Frame @ 3 BSP 08-03-09 1 174113 JOINT DATA JOINT X-COORD Y-COORD DEGREE -OF -FREEDOM OUT -OF -PLANE DOF NUMBER ft. ft. FIXITY FIXITY X Y MZ Z Mx 1 12.580 0.000 1 1 0 1 2 0.000 8.250 0 0 0 1 3 13.210 10.730 0 0 0 1 4 34.000 16.000 0 0 0 1 5 35.170 16.000 0 0 0 1 6 31.000 24.250 0 0 0 1 7 35.170 25.040 0 0 0 1 8 49.000 28.500 0 0 0 1 9 62.830 25.040 0 0 0 1 10 67.000 24.250 0 0 0 1 11 62.830 16.000 0 0 0 1 12 64.000 16.000 0 0 0 1 13 84.790 10.730 0 0 0 1 14 98.000 8.250 0 0 0 1 15 85.420 0.000 1 1 0 1 16 4.500 0.000 1 1 0 1 17 4.500 9.130 0 0 0 1 18 93.500 0.000 1 1 0 1 19 93.500 9.130 0 0 0 1 (0 = FREE 1 = FIXED) (A,B,C = ELASTIC, A -Soft, B -Medium, ,C -Hard) s ` � North Valley - Frame @ 3 BSP MEMBER DATA MEMBER RELEASES RELEASES YIELD NUM MEMBER at START at END STRESS (START -END) TYPE X Y Mz X Y Mz ksi 16 - 17 Lean -Col 0 0 0 0 0 1 46.0 2- 17 Beam-MNT 0 0 0 0 0 0 55.0 17 - 3 Beam-MNT 0 0 0 0 0 1 55.0 .1.- 3 Beam -Col 0 0 0 0 0 0 55.0 3- 4 Beam-MNT 0 0 0 0 0 0 55.0 4- 5 Beam-MNT 0 0 0 0 0 0 55.0 5- 7 Beam-MNT 0 0 1 0 0 0 55.0 6- 7 Beam-MNT 0 0 0 0 0 0 55.0 ' 7- 8 Beam-MNT 0 0 0 0 0 0 55.0 8- 9 Beam-MNT 0 0 0 0 0 0 55.0 9 -.10 Beam-MNT 0 0 0 0 0 0 55.0 11 - 9 Beam-MNT 0 0 1 0 0 0 55.0 5- 11 Beam-MNT 0 0 0 0 0 0 55.0 11 - 12 Beam-MNT 0 0 0 0 0 0 55.0 12 - 13 Beam -MINT 0 0 0 0 0 0 55.0 15 - 13 Beam -Col 0 0 0 0 0 0 55.0 13.- 19 Beam-MNT 0 0 1 0 0 0 55.0 19 - 14 Beam-MNT 0 0 0 0 0 0 55.0 18 - 19 Lean -Col 0 0 0 0 0 1 46.0 ( 1 = RELEASE 0 = NO RELEASE ) Memb-Typ Description Notional Load EI EA -------- Beam-Col ----------- ------------- Beam Col Yes ----- 0.8EI ----- 0.8EA Lean -Col Lean -on -Col Yes EI EA Beam -MINT Beam w/end moment No 0.8EI EA Beam -SMP Simple beam No EI EA Bracing Bracing member No EI 0.8EA 08-03-09 2 174113 LM r North Valley - Frame @ 3 BSP 08-03-09 3 .174113 LOADS -------------------------- APPLIED TO STRUCTURE START END GROUP SYSTEM DIR. TYPE DIST. to LOAD INT. LOAD FINAL INT. LOAD ID. JOINT JOINT LOAD kips,klf LENGTH -------------------------------------------------------------------------------------------------------------------- ft in -kips ft 2 17 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 2 17 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 2 17 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 2 17 WLL MEMB Y UNIF 0.000 0.350 0.000 0.000 2 17 WLR MEMB Y UNIF 0.000 0.472 0.000 0.000 17 3 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 17 3 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 17 3 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000• 17 3 WLL MEMB Y UNIF 0.000 0.350 0.000 0.000 17 3 WLR MEMB Y UNIF 0.000 0.472 0.000 0.000 1 3 WLL GLOB X UNIF 0.000 0.151 0.000 0.000 1 3 WLR GLOB X UNIF 0.000 -0.118 0.000 0.000 1 3 IP GLOB X UNIF 0.000 -0.057 0.000 0.000 1 3 IS GLOB X UNIF 0.000 0.057 0.000 0.000 3 4 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 3 4 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 3 4 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 3 4 WLL MEMB Y UNIF 0.000 0.217 0.000 0.000 3 4 WLR MEMB Y UNIF 0.000 0.137 0.000 0.000 3 4 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 3 4 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 3 4 EQ GLOB X CONC 0.000 2.650 0.000 0.000 4 5 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 4 5 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 4 5 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 4 5 WLL MEMB Y UNIF 0.000 0.217 0.000 0.000 4 5 WLR MEMB Y UNIF 0.000 0.137 0.000 0.000 4 5 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 4 5 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 5 7 WLL GLOB X UNIF 0.000 0.151 0.000 0.000 5 7 WLR GLOB X UNIF 0.000 -0.118 0.000 0.000 5 7 IP GLOB X UNIF 0.000 -0.057 0.000 0.000 5 7 IS GLOB X UNIF 0.000 0.057 0.000 0.000 6 7 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 6 7 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 North Valley - Frame Q 3 BSP 08-03-09 4 174113 LOADS APPLIED TO STRUCTURE -------------------------- START END GROUP SYSTEM DIR. TYPE DIST. to LOAD INT. LOAD FINAL INT. LOAD ID. JOINT JOINT LOAD kips,klf LENGTH -------------------------------------------------------------------------------------------------------------------- ft in -kips ft 6 7 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 6 7 WLL MEMB Y UNIF 0.000 0.350 0.000 0.000 6 7 WLR MEMB Y UNIF 0.000 0.472 0.000 0.000 6 7 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 6 7 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 7 8 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 7 8 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 7 8 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 7 8 WLL MEMB Y UNIF 0.000 0.217 0.000 0.000 7 8 WLR MEMB Y UNIF 0.000 0.137 0.000 0.000 7 8 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 7 8 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 7 8 EQ GLOB X CONC 0.000 0.980 0.000 0.000 8 9 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 8 9 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 8. 9 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 8 9 WLL MEMB Y UNIF 0.000 0.137 0.000 0.000 8 91 WLR MEMB Y UNIF 0.000 0.217 0.000 0.000 8 9 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 8 9 IS MEMS Y UNIF 0.000 -0.057 0.000 0.000 9 8 EQ GLOB X CONC 0.000 0.980 0.000 0.000 9 10 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 9 10 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 9 10 LL GLOB Y UNIF '0.000 -0.240 0.000 0.000 9 10 WLL MEMB Y UNIF 0.000 0.472 0.000 0.000 9 10 WLR MEMB Y UNIF 0.000 0.350 0.000 0.000 9 10 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 9 10 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 11 9 WLL GLOB X UNIF 0.000 0.118 0.000 0.000 11 9 WLR GLOB X UNIF 0.000 -0.151 0.000 0.000 11 9 IP GLOB X UNIF 0.000 0.057 0.000 0.000 11 9 IS GLOB X UNIF 0.000 -0.057 0.000 0.000 11 12 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 11 12 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 11 12 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 North Valley - Frame Q 3 BSP 08-03-09 5 174113 LOADS APPLIED TO STRUCTURE -------------------------- START END GROUP SYSTEM DIR. TYPE DIST. to LOAD INT. LOAD FINAL INT. LOAD ID. JOINT JOINT LOAD kips,klf LENGTH ---------------------------------------------------------------------------=---------------------------------------- ft in -kips ft 11 12 WLL MEMB Y UNIF 0.000 0.137 0.000 0.000 11 12 WLR MEMB Y UNIF 0.000 0.217 0.000 0.000 11 12 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 11 12 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 - 12 13 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000. 12 13 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 12 13 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 12 13 WLL MEMB Y UNIF 0.000 0.137 0.000 0.000 12 13 WLR MEMB Y UNIF 0.000 0.217 0.000 0.000 12 13 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 12 13 IS MEMB Y UNIF 0.000 -0.057 0.000 .0.000 13 12 EQ GLOB X CONC 0.000 2.650 0.000 0.000 15 13 WLL GLOB X UNIF 0.000 0.118 0.000 0.000 15 13 WLR GLOB X UNIF 0.000 -0.151 0.000 0.000 15 13 IP GLOB X UNIF 0.000 0.057 0.000 0.000 15 13 IS GLOB X UNIF 0.000 -0.057 0.000 0.000 13 19 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 13 19 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 13 19 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 13 19 WLL MEMB Y UNIF 0.000 0.472 0.000 0.000 13 19 WLR MEMB Y UNIF 0.000 0.350 0.000. 0.000 19 14 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 19 14 CL GLOB Y UNIF 0.000 -0.240 0.000 0.000 19 14 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 19 14 WLL MEMB Y UNIF 0.000 0.472 0.000 0.000 19 14 WLR MEMB Y UNIF 0.000 0.350 0.000 0.000 N i North Valley - Frame Q 3 BSP 08-03-09 6 174113 LOAD COMBINATIONS ----------------- LCN LOAD CONDITION ALLOW LOADING GROUP 1 LOADING GROUP 2 LOADING GROUP 3 LOADING GROUP 4 NO. ---------------------------------------------------------- Typ INCREASE PERCENT 5 or 9 PERCENT 6 or 10 PERCENT 7 or 11 PERCENT 8 or 12 1 ASD - DL+CLL+LL 1.00 105.00 --------------------------------------------------------- DL 105.00 CL 105.00 LL 2 ASD - .6DL+WL1 1.00 63.00 DL 105.00 WLL 105.00 IP 3 ASD - .6DL+WR1 1.00 63.00 DL 105.00 WLR 105.00 IP 4.ASD - DL+CLL+.75(LL+WL2) 1.00 105.00 DL '105.00 CL 79.00 LL 79.00 WLL 79.00 IS 0.00 0.00 0.00 5 ASD - DL+CLL+.75(LL+WR2) 1.00 105.00 DL 105.00 CL 79.00 LL 79.00 WLR 79.00 IS 0.00 0.00 0.00 6 ASD - DL+CLL+WL2 1.00 105.00 DL 105.00 CL 105.00 WLL 105.00 IS 7 ASD - DL+CLL+WR2 1.00 105.00 DL 105.00 CL 105.00 WLR 105.00 IS 8 ASD - DC(1+.14SD)+.7EQL 1.00 112.00 DL 112.00 CL 74.00 EQ 9 ASD - DC(1+.14SD)+.7EQR 1.00 112.00 DL 112.00 CL -74.00 EQ • North Valley - Frame @ 3 BSP GENERATED NOTIONAL LOADS ------------------------ Notional Loads for Load Comb. 1: ASD DL+CLL+LL 08-03-09 Start End Coord Dir. Type Dist. to Load Int. JT ---------------------------------------------------- JT Sys. Load(ft) (kips) 16 17 GLOB X CONC 9.130 0.019 1 3 GLOB X CONC 10.748 0.087 15 13 GLOB X CONC 10.748 0.087 18 . ---------------------------------------------------- 19 GLOB X CONC 9.130 0.019 Sum: 0.211 ( = or > 0.002 x 1.6Yi) Notional Loads for Load Comb. 2: ASD .6DL+WL1 Start End Coord Dir. Type Dist. to Load Int. JT ---- ----------------------------------------------- JT Sys. Load(ft) (kips) 16 17 GLOB X CONC 9.130 0.010 1 3 GLOB X CONC 10.748 0.037 15 13 GLOB X CONC 10.748 0.027 18 ---------------------------------------------------- 19 GLOB X CONC 9.130 0.014 Sum: 0.088 ( Notional Loads for Load Comb. 3: ASD .6DL+WR1 Start End Coord Dir. Type Dist. to Load Int. JT JT Sys. Load(ft) (kips) ---------------------------------------------------- 16 17 GLOB X CONC 9.130 -0.014 1 3 GLOB X CONC 10.748 -0.027 15 13 GLOB X CONC 10.748 -0.037 18 ---------------------------------------------------- 19 GLOB X CONC 9.130 -0.010 Sum: -0.088 ( = or > 0.002 x 1.6Yi) = or > 0.002 x 1.6Yi) 7 174113 4 4 North Valley - Frame @ 3 BSP 08-03-09 GENERATED NOTIONAL LOADS ------------------------ Notional Loads for Load Comb. 4: ASD DL+CLL+.75(LL+WL2) Start End Coord Dir. Type Dist. to Load Int. JT ---------------------------------------------------- JT Sys. Load(ft) (kips) 16 17 GLOB X CONC 9.130 0.007 1 3 GLOB X CONC 10.748 0.055 15 13 GLOB X CONC 10.748 0.062 18 ---------------------------------------------------- 19 GLOB X CONC 9.130 0.005 Sum: 0.129 ( = or > 0.002 x 1.6Yi) Notional Loads for Load Comb. 5: ASD DL+CLL+.75(LL+WR2) Start End Coord Dir. Type Dist. to Load Int. JT JT Sys. Load(ft) (kips) ---------------------------------------------------- 16 17 GLOB X CONC 9.130 -0.004 1 3 GLOB X CONC 10.748 -0.062• 15 13 GLOB X CONC 10.748 -0.055 18 19 GLOB X CONC 9.130 -0.008 ---------------------------------------------------- Sum: -0.129 ( = or > 0.002 x 1.6Yi) Notional Loads for Load Comb. 6: ASD DL+CLL+WL2 Start End Coord Dir. Type Dist. to Load Int. JT JT Sys. Load(ft) (kips) ---------------------------------------------------- 16 17 GLOB X CONC 9.130 0.002 1 3 GLOB X CONC 10.748 0.019 15 13 GLOB X CONC 10.748 0.028 18 ---------------------------------------------------- 19 GLOB X CONC 9.130 0.005 Sum: 0.054 ( = or > 0.002 x 1.6Yi) 8 174113 7 North Valley - Frame @ 3 BSP 08-03-09 9 174113 GENERATED NOTIONAL LOADS ------------------------ Notional Loads for Load Comb. 7: ASD DL+CLL+WR2 Start End Coord Dir. Type Dist. to Load Int. JT JT Sys. Load(ft) (kips) ---------------------------------------------------- 16 17 GLOB X CONC 9.130 -0.006 1 3 GLOB X CONC 10.748 -0.028 15 13 GLOB X CONC 10.748 -0.018 18 ---------------------------------------------------- 19 GLOB X CONC 9.130 -0.001 ---------------------------------------------------- Sum: -0.054 ( = or > 0.002 x 1.6Yi) Notional Loads for Load Comb. 8: ASD DC(1+.14SD)+.7EQL Start End Coord Dir. Type Dist. to Load Int. JT JT Sys. . Load(ft). (kips) ---------------------------------------------------- 16 17 GLOB X CONC 9.130 0.011 1 3 GLOB X CONC 10.748 0.047 15 13 GLOB X CONC 10.748 0.056 18 19 GLOB X CONC 9.130 0.012 ---------------------------------------------------- Sum: 0.125 ( = or > 0.002 x 1.6Yi) Notional Loads for Load Comb. 9: ASD DC(1+.14SD)+.7EQR Start End Coord Dir. Type Dist. to Load Int. JT JT Sys. Load(ft) (kips) ---------------------------------------------------- 16 17 GLOB X CONC 9.130 -0.011 1 3 GLOB X CONC 10.748 -0.056 15 13 . GLOB X CONC 10.748 -0.047 18 19 GLOB X CONC 9.130 -0.012 ---------------------------------------------------- Sum: -0.125 ( = or > 0.002 x 1.6Yi) AD 7 North Valley - Frame O 3 BSP 08-03-09 10 174113 MODULE REVIEW DATA - SECTION ------------------ PROPERTIES CYCLE NUMBER 1 MEMBER NO. 16 - 17 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 109.56 in In -Plane R = 2.37 in Section No. 1 Tube Dx = 6.000 -in Dy = 6.000 in Wall Thickness = 0.188 in Analysis Dist Depth_ Area Ix Iy Rx Ry RTo RTi H/t Lubo Lubi Point (ft) (in) (int) (in4) (in4) (in) (in) (in) (in) Ratio Qso Qsi Qa (ft) (ft) 16* 0.00 6.00 3.98 22.30 22.30 2.37 2.37 0.00 0.00 31.91 1.000 1.000 1.000 9.1 9.1 100 1.52 6.00 3.98 22.30 22.30 2.37 2.37 0.00 0.00 31.91 1.000 1.000 1.000 9.1 9.1 101 4.57 6.00 3.98 22.30 22.30 2.37 2.37 0.00 0.00 31.91 1.000 1.000 1.000 9.1 9.1 102 7.61 6.00 3.98 22.30 22.30 2.37 2.37 0.00 0.00 31.91 1.000 1.000 1.000 9.1 9.1 17* 9.13. 6.00 3.98 22.30 22.30 2.37 2.37 0.00 0.00 31.91 1.000 1.000 1.000 9.1 9.1 MEMBER NO. 2- 17 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 55.02 in In -Plane R = 4.54 in Section No. 1 Outer Flange = 6.000 x0.250 Web =0.135 Inner Flange = 6.000 x0.250 Section No. 2 Outer Flange = 6.000 x0.250 Web =0.135 Inner Flange = 6.000 x0.250 2* 0.00 6.00 3.74 26.68 9.00 2.67 1.55 1.60 1.60 40.74 0.986 0.986 1.000 4.6 4.6 103 1.00 9.00 4.15 64.35 9.00 3.94 1.47 1.60 1.60 62.96 0.937 0.937 1.000 4.6 4.6 104* 2.00 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 1.000 4.6 4.6 104* 2.00 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.923 0.923 1.000 4.6 4.6 105 3.29 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.923 0.923 1.000 4.6 4.6 17* 4.59 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.923 0.923 1.000 4.6 4.6 MEMBER NO. 17- 3 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 106.27 in In -Plane R = 5.15 in Section No. 1 Outer Flange = 6.000 x0.250 Web =0.135 Inner Flange = 6.000 x0.250 17* 0.00 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 0.822 2.0 2.0 106 1.48 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 0.822 2.0 2.0 107 4.43 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 0.826 4.0 6.9 108 7.38 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 1.000 2.9 6.9 3* 8.86 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 1.000 2.9 6.9 North Valley - Frame Q 3 BSP 08-03-09 11 174113 MODULE REVIEW DATA - SECTION ------------------ -----------------MEMBER PROPERTIES CYCLE NUMBER 1 MEMBER-NO. NO. 1 - 3 Out -of -Plane K = 1.000 In -Plane K = 1.500 In -Plane L = 128.98 in In -Plane R = 7.67 in Section No. 1 Outer Flange = 8.000 x0.375 Web =0.188 Inner Flange = 8.000 x0.375 Analysis Dist Depth Area Ix Iy Rx Ry RTo RTi H/t Lubo Lubi Point (ft) (in) (int) (in4) (in4) (in) (in) (in) (in) Ratio Qso Qsi Qa (ft) (ft) 1* 0.00 12.00 8.11 225.09 32.01 5.27 1.99 2.13 2.13 59.84 0.995 0.995 0.932 10.7 10.7 109 1.79 14.00 8.49 314.98 32.01 6.09 1.94 2.13 2.13 70.48 0.978 0.978 0.897 10.7 10.7 110 5.37 18.00 9.24 546.45 32.01 7.69 1.86 2.13 2.13 91.76 0.948 0.948 0.833 10.7 10.7 111 8.96 22.00 9.99 851.86 32.01 9.23 1.79 2.13 2.13 113.03 0.923 0.923 0.774 10.7 10.7 3* 10.75 24.00 10.37 1034.18 32.01 9.99 1.76 2.13 2.13 123.67 0.912 0.912 0.747 10.7 10.7 MEMBER NO. 3- 4 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 257.37 in In -Plane R = 9.99 in Section No. 1 Outer Flange = 8.000 x0.375 Web =0.188 Inner Flange = 8.000 x0.375 - 3* 0.00 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.723 4.0 4.0 112 1.79 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.723 4.0 4.0 113 5.36 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.726 5.0 10.0 114 8.94 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.726 5.0 10.0 115 12.51 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.726 5.0 10.0 116 16.09 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.726 5.0 5.0 117 19.66 24.00 10:37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.723 2�.4 2.4 4* 21.45 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.723 2.4 .2.4 MEMBER NO. 4- 5 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 14.04 in In -Plane R = 10.23 in Section No. 1 Outer Flange = 10.000 x0.375 Web =0.188 Inner Flange = 10.000 x0.375 4* 0.00 24.00 11.87 1243.50 62.51 10.23 2.29 2.64 2.64 123.67 0.786 0.786 0.755 1.2 1.2 118 0.58 24.00 11.87 1243.50 62.51 10.23 2.29 2.64 2.64 123.67 0.786 0.786 0.755 1.2 1.2 5* 1.17 24.00 11.87 1243.50 62.51 10.23 2.29 2.64 2.64 123.67 0.786 0.786 0.755 1.2 1.2 North Valley - Frame ® 3 BSP 08-03-09 12 174113 MODULE REVIEW DATA - SECTION ---------- PROPERTIES -------- CYCLE NUMBER 1 MEMBER NO. 5 - 7 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 108.48 in In -Plane R = 5.15 in Section No. 1 Outer Flange = 6.000 x0.250 Web =0.135 Inner Flange = 6.000 x0.250 Analysis Dist Depth Area Ix Iy Rx Ry RTo RTi H/t Lubo Lubi Point (ft) (in) (in2) (in4) (in4) (in) (in) (in) (in) Ratio Qso Qsi Qa (ft) (ft) 5* 0.00 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 0.857 9.0 9.0 119 1.51 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 0.857 9.0 9.0 120 4.52 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 0.857 9.0 9.0 121 7.53 12.00 4.55 120.67 9..00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 0.857 9.0 9.0 7* 9.04 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 0.857 9.0 9.0 MEMBER NO. 6- 7 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 50.93 in In -Plane R = 4.54 in Section No. 1 Outer Flange = 6.000 x0.250 Web =0.135 Inner Flange = 6.000 x0.250 6* 0.00 6.00 3.74 26.68 9.00 2.67 1.55 1.62 1.62 40.74 0.986 0.986 1.000 4.2 4.2 122 1.06 8.25 4.05 53.25 9.00 3.63 1.49 1.62 1.62 57.41 0.947' 0.947 1.000 4.2- 4.2 123 3.18 12.75 4.65 137.88 9.00 5.44 1.39 1.62 1.62 90.74 0.891 0.891 1.000 4.2 4.2 7* 4.24 15.00 4.96 197.48 9.00 6.31 1.35 1.62 1.62 107.41 0.868 0.868 1.000 4.2 4.2 MEMBER NO. 7- 8 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 171.07 in In -Plane R = 5.93 in Section No. 1 Outer Flange = 6.000 x0.250 Web =0.135 Inner Flange = 6.000 x0.250 7* 0.00 14.00 4.82 169.49 9.00 5.93 1.37 1.58 1.58 100.00 0.878 0.878 0.787 5.0 5.0 124 1.78 14.00 4.82 169.49 9.00 5.93 1.37 1.58 1.58 100.00 0.878 0.878 0.787 5.0 5.0 125 5.35 14.00 4.82 169.49 9.00 5.93 1.37 1.58 1.58 100.00 0.878 0.878. 0.783 4.0 8.0 126 8.91 14.00 4.82 169.49 9.00 5.93 1.37 1.58 1.58 100.00 0.878 0.878 0.783 4.0 8.0 127 12.47 14.00 4.82 169.49 9.00 5.93 1.37 1.58 1.58 100.00 0.87.8 0.878 0.783 4.0 8.0 8* 14.26 14.00 4.82 169.49 9.00 5.93 1.37 1.58 1.58 100.00 0.878 0.878 0.780 1.3 1.3 Ell North Valley - Frame @ 3 BSP 08-03-09 13 174113 MODULE REVIEW DATA - SECTION ------------------ PROPERTIES CYCLE NUMBER 1 MEMBER NO. 8 - 9 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 171.07 in In -Plane R = 5.93 in Section No. 1 Outer Flange = 6.000 x0.250 Web =0.135 Inner Flange = 6.000 x0.250 Analysis Dist Depth Area Ix Iy Rx Ry RTo RTi H/t Lubo Lubi Point (ft) (in) (int) (in4) (in4) (in) (in) (in) (in) Ratio Qs0 Qsi Qa (ft) (ft) 8* 0.00 14.00 4.82 169.49 9.00 5.93 1.37 1.58 1.58 100.00 0.878 0.878 0.780 1.0 1.0 128 1.78 14.00 4.82 169.49 9.00 5.93 1.37 1.58 1.58 100.00 0.878 0.878 0.783 4.0 8.0 129 5.35 14.00 4.82 169.49 9.00 5.93 1.37 1.58 1.58 100.00 0.878 0.878 0.783 4.0 8.0 130 8.91 14.00 4.82 169.49 9.00 5.93 1.37 1.58 1.58 100.00 0.878 0.878 0.783 4.0 8.0 131 12.47 14.00 4.82 169.49 9.00 5.93 1.37 1.58 1.58 100.00 0.878 0.878 0.788 5.3 5.3 9* 14.26 14.00 4.82 169.49 9.00 5.93 1.37 1.58 1.58 100.00 0.878. 0.878 0.788 5.3 5.3 MEMBER NO. 9- 10 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 50.93 in In -Plane R = 4.54 in Section No. 1 Outer Flange = 6.000 x0.250 Web =0.135 Inner Flange = 6.000 x0.250 9* 0.00 15.00 4.96 197.48 9.00 6.31 1.35 1.62 1.62 107.41 0.868 0.868 1.000 4.2 4.2 132 1.06 12.75 4.65 137.88 9.00 5.44 1.39 1.62 1.62 90.74 0.891 0.891 1.000 4.2 4.2 133 3.18 8.25 4.05 53.25 9.00 3.63 1.49 1.62 1.62 57.41 0.947 0.947 1.000 4.2 4.2 10* 4.24 6.00 3.74 26.68 9.00 2.67 1.55 1.62 1.62 40.74 0.986 0.986 1.000 4.2 4.2 MEMBER NO. 11- 9 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 108.48 in In -Plane R = 5.15 in Section No. 1 Outer Flange = 6.000 x0.250 Web =0.135 Inner Flange = 6.000 x0.250 11* 0.00 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 0.857 9.0 9.0 134 1.51 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 0.857 9.0 9.0 135 4.52 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 0.857 9.0 9.0 136 7.53 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 0.857 9.0 9.0 9* 9.04 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 0.857 9.0 9.0 North Valley - Frame @ 3 BSP 08-03-09 '14 174113 MODULE REVIEW DATA - SECTION PROPERTIES CYCLE NUMBER 1 ------------------ MEMBER NO. Section No 5 - it Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 331.92 in In -Plane R = 10.23 in 1 Outer Flange = 10.000 x0.375 Analysis Dist Depth Area Ix Point (ft) (in) (in2) (in4) 5* 0.00 24.00 11.87 1243.50 137 1.98 24.00 11.87 1243.50 138 5.93 24.00 11.87 1243.50 139 9.88 24.00 11.87 1243.50 140 13.83 24.00 11.87 1243.50 141 17.78 24.00 11.87 1243.50 142 21.73 24.00 11.87 1243.50 143 25.68 24.00 .11.87 1243.50 11* 27.66 24.00 11.87 1243.50 Web =0.188 Inner Flange = 10.000 x0.375 Iy Rx Ry RTo RTi H/t Lubo Lubi (in4) (in) (in) (in) (in) Ratio Qso Qsi Qa (ft) (ft) 62.51 10.23 2.29 2.64 2.64 123.67 0.786 0.786 0.875 27.7 27.7 62.51 10.23 2.29 2.64 2.64 123.67 0.786 0.786 0.875 27.7 27.7 62.51 10.23 2.29 2.64 2.64 123.67 0.786 0.786 0.875 27.7 27.7 62.51 10.23 2.29 2.64 2.64 123.67 0.786 0.786 0.875 27.7 27.7 62.51 10.23 2.29 2.64 2.64 123.67 0.786 0.786 0.875 27.7 27.7 62.51 10.23 2.29 2.64 2.64 123.67 0.786 0.786 0.875 27.7 27.7 62.51 10.23 2.29 2.64 2.64 123.67 0.786 0.786 0.875 27.7 27.7 62.51 10.23 2.29 2.64 2.64 123.67 0.786 0.786 0.875 27.7 27.7 62.51 10.23 2.29 2.64 2.64 123.67 0.786 0.786 0.875 27.7 27.7 MEMBER NO. 11- 12 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 14.04 in In -Plane R =.10.23 in Section No. 1 Outer Flange = 10.000 x0.375 Web =0.188 Inner Flange = 10.000 x0.375 11* 0.00 24.00 11.87 1243.50 62.51 10.23 2.29 2.64 2.64 123.67 0.786 0.786 0.755 1.2 1.2 144 0.58 24.00 11.87 1243.50 62.51 10.23 2.29 2.64 2.64 123.67 0.786 0.786 '0.755 1.2 1.2 12* 1.17 24.00 11.87 1243.50 62.51 10.23 2.29 2.64 2.64 123.67 0.786 0.786 0.755 1.2 1.2 MEMBER NO. 12- 13 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 257.37 in In -Plane R = 9.99 in Section No. 1 Outer Flange = 8.000 x0.375 Web =0.188 Inner Flange = 8.000 x0.375 12* . 0.00 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.723 3.0 3.0 145 1.79 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.723 3.0 3.0 146 5.36 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.726 5.0 5.0 147 8.94 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.726 5.0 10.0 148 12.51 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.726 5.0 10.0 149 16.09 24.00 10.37 1034.18 32.01 9,.99 1.76 2.07 2.07 123.67 0.912 0.912 0.726 5.0 10.0 150 19.66 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.723 3.4 3.4 13* 21.45 24.00 10.37 1034.18 32..01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.723 3.4 3.4 North Valley - Frame @ 3 BSP 08-03-09 15 174113 MODULE REVIEW DATA - SECTION PROPERTIES CYCLE NUMBER 1 ------------------ MEMBER NO. 15 - 13 Out -of -Plane K = 1.000 In -Plane K = 1.500 In -Plane L = 128.98 in In -Plane R = 7.67 in Section No. 1 Outer Flange = 8.000 x0.375 Web =0.188 Inner Flange = 8.000 x0.375 Analysis Dist Depth Area Ix Iy Rx Ry RTo RTi H/t Lubo Lubi Point (ft) (in) (in2) (in4) (in4) (in) (in) (in) (in) Ratio QSo Qsi Qa (ft) (ft) 15* 0.00 12.00 8.11 225.09 32.01 5.27 1.99 2.13 2.13 59.84 0.995 0.995 0.932 10.7 10.7 151 1.79 14.00 8.49 314.98 32.01 6.09 1.94 2.13 2.13 70.48 0.978 0.978 0.897 10.7 10.7 152 5.37 18.00 9.24 546.45 32.01 7.69 1.86 2.13 2.13 91.76 0.948 0.948 0.833 10.7 10.7 153 8.96 22.00 9.99 851.86 32.01 9.23 1.79 2.13 2.13 113.03 0.923 0.923 0.774 10.7 '10.7 13* 10.75 24.00 10.37 1034.18- 32.01 9.99 1.76 2.13 2.13 123.67 0.912 0.912 0.747 10.7 10.7 MEMBER NO. 13- 19 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 106.27 in In -Plane R = 5.15 in Section No. 1 Outer Flange = 6.000 x0.250 Web =0.135 Inner Flange = 6.000 x0.250 13* 0.00 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 1.000 4.0 8.9 154 1.48 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 1.000 4.0 8.9 155 4.43 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 0.826 4.0 8.9 156 7.38 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 0.826 4.0 8.9 19* 8.86 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 0.822 0.9 8.9 MEMBER NO. 19- 14 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 55.02 in In -Plane R = 4.54 in Section No. 1 Outer Flange = 6.000 x0.250 Web =0.135 Inner Flange = 6.000 x0.250 Section No. 2 Outer Flange = 6.000 x0.250 Web =0.135 Inner Flange = 6.000 x0.250 19* 0.00 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 1.000 4.6 4.6 157 1.29 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 1.000 4.6 4.6 158* 2.59 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 1.000 4.6 4.6 158* 2.59 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 1.000 4.6 4.6 159 3.59 9.00 4.15 64.35 9.00 3.94 1.47 1.60 1.60 62.96 0.937 0.937 1.000 4.6 4.6 14* 4.59 6.00 3.74 26.68 9.00 2.67 1.55 1.60 1.60 40.74 0.986 0.986 0.982 4.6 4:6 0 North Valley - Frame @ 3 BSP 08-03-09 16 174113 MODULE REVIEW DATA - SECTION PROPERTIES CYCLE NUMBER 1 ------------------ MEMBER NO. 18 - 19 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 109.56 in In -Plane R = 2.37 in Section No. 1 Tube Dx = 6.000 in Dy = 6.000 in Wall Thickness = 0.188 in Analysis Dist Depth Area Ix Iy Rx Ry RTo RTi H/t Lubo Lubi Point (ft) (in) (in2) (in4) (in4) (in) (in) (in) (in) Ratio Qso Qsi Qa (ft) (ft) 18* 0.00 6.00 3.98 22.30 22.30 2.37 2.37 0.00 0.00 31.91 1.000 1.000 1.000 9.1 9.1 160 1.52 6.00 3.98 22.30 22.30 2.37 2.37 0.00 0.00 31.91 1.000 1.000 1.000 9.1 9.1 161 4.57 6.00 3.98 22.30 22.30 2.37 2.37 0.00 0.00 31.91 1.000 1.000 1.000 9.1 9.1 162 7.61. 6.00 3.98 22.30 22.30 2.37 2.37 0.00 0.00 31.91 1.000 1.000 1.000 9.1 9.1 19* 9.13 6.00 3.98 22.30 22.30 2.37 2.37 0.00 0.00 31.91 1.000 1.000 1.000 9.1 9.1 N W I North Valley - Frame e 3 BSP 08-03-09 17 174113 SPLICE SUMMARY -------------- LCN. Comb Load Conditions Analysis Moment Thrust Shear Out -of -Plane Out -of -plane No. -------------------------------------------------------------------------------------------------------- Typ Point in -kips kips kips Moment(in-kip) Shear(kip) 1 ASD DL+CLL+LL 16 -0.06 5.78 0.00 0.00 0.00 2 ASD .6DL+WL1 16 -0.06 -3.17 0.00 0.00 0.00 3 ASD .6DL+WR1 16 -0.06 -4.50 0.00 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 16 -0.06 2.28 0.00 0.00 0.00 5 ASD DL+CLL+.7S(LL+WR2) 16 0.06 1.28 0.00 0.00 0.00 6 ASD DL+CLL+WL2 16 0.06 -0.60 0.00 0.00 0.00 7 ASD DL+CLL+WR2 16 -0.06 -1.93 0.00 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 16 0.06 3.43 0.00 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 16 0.06 3.42 0.00 0.00' 0.00 1 ASD DL+CLL+LL 17 -0.06 5.78 -0.01 0.00 0.00 2,ASD .6DL+WL1 17 -0.06 -3.17 -0.01 0.00 0.00 3 ASD .6DL+WR1 17 -0.06 -4.50 0.01 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 17 -0.06 2.28 0.00 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 17 0.06 1.28 0.00 0.00 0.00 6 ASD DL+CLL+WL2 17 0.06 -0.60 0.00 0.00 0.00 7 ASD DL+CLL+WR2 17 -0.06 -1.93 0.00 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 17 0.06 3.43 -0.01 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 17 0.06 3.42 0.01 0.00 0.00 1 ASD DL+CLL+LL 3 0.06 -0.36 -1.81 0.00 0.00 2 ASD .6DL+WL1 3 -0.06 -0.76 0.99 0.00 0.00 3 ASD .6DL+WR1 3 -0.06 -1.00 1.40 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 3 0.06 -0.83 -0.71 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 3 0.06 -1.03 -0.40 0.00 0.00 6 ASD DL+CLL+WL2 3 -0.06 -0.89 0.19 0.00 0.00 7 ASD DL+CLL+WR2 3 -0.06 -1.13 0.60 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 3 .0.06 -0.18 -1.07 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 3 0.06 -0.24 -1.07 0.00 0.00 N • • • North Valley - Frame @ 3 BSP 08-03-09 18 174113 SPLICE SUMMARY -------------- LCN Comb Load Conditions Analysis Moment Thrust Shear Out -of -Plane Out -of -plane No. -------------------------------------------------------------------------------------------------------- Typ Point in -kips kips kips Moment(in-kip) Shear(kip) 1 ASD DL+CLL+LL 1 -0:06 26.17 -17.52 0.00 0.00 2 ASD .6DL+WL1 1 0.06 -11.04 8.07 0.00 0.00 3 ASD . GDL+WRl 1 0.06 -8.18 3.00 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 1 -0.06 16.50 -9.77 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 1 -0.06 18.70 -13.82 0.00 0.00 6 ASD DL+CLL+WL2 1 -0.06 5.53. -2.09 0.00 0.00 7 ASD DL+CLL+WR2 1 -0.06 8.41 -7.29 0.0.0 0.00 8 ASD DC(1+.14SD)+.7EQL 1 -0.06 14.25 -7.53 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 1 -0.06 16.79 -13.07 0.00 0.00 1 ASD DL+CLL+LL 3 -2237.18 26.17 -17.21 0.00 0.00 2 ASD .6DL+WL1 3 977.48 -10.98 7.06 0.00 0.00 3 ASD .6DL+WR1 3 516.00 -8.29 5.02 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 3 -1364.86 16.60 -11.43 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 3 -1735.98 18.67 -13.06 0.00 0.00 6 ASD DL+CLL+WL2 3 -419.54 5.66 -4.43 0.00 0.00 7 ASD DL+CLL+WR2 3 -892.48 8.37 -6.53 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 3 -965.47 14.25 -7.47 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 3 -1675.32 16.79 -12.86 0.00 0.00 1 ASD DL+CLL+LL 4 939.55 20.89 6.39 0.00 0.00 2 ASD .6DL+WL1 4 -261.93 -11.08 -2.69 0.00 0.00 3 ASD .6DL+WR1 4 -349.51 -8.50 -1.96 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 4 679.00 12.42 4.02 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2). 4 603.86 14.37 4.50 0.00 0.00 6 ASD DL+CLL+WL2 4 313.49 3.41 1.37 0.00 0.00 7 ASD DL+CLL+WR2 4 221.75 5.99 1.95 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 4 671.81 11.36 2.84 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 4 427.31 13.31 4.67 0.00 0.00 North Valley - Frame @ 3 BSP 08-03-09 19 174113 SPLICE SUMMARY -------------- LCN Comb Load Conditions Analysis Moment Thrust Shear Out -of -Plane out -of -plane No. -------------------------------------------------------------------------------------------------------- Typ Point in -kips kips kips Moment(in-kip) Shear(kip) 1 ASD DL+CLL+LL 5 -0.06 10.49 -2.59 0.00 0.00 2 ASD .6DL+WL1 5 0.06 -4.60 1.50 0.00 0.00 3 ASD .6DL+WR1 5 -0.06 -3.97 -0.87 0.00 0.00 4'ASD DL+CLL+.75(LL+WL2) 5 -0.06 6.61 -0.88 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 5 -0.06 7.10 -2.66 0'.00 0.00 6 ASD DL+CLL+WL2 5 0.06 2.21 0.45 0.00 0.00 7 ASD DL+CLL+WR2 5 -0.06 2.86 -1.91 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 5 -0.06 5.74 -0.81 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 5 -0.06 6.69 -2.26 0.00 0.00 1 ASD DL+CLL+LL 7 -60.29 -0.45 -2.37 0.00 0.00 2 ASD .6DL+WL1 7 39.50 -0.05 1.55 0.00 0.00 3 ASD .6DL+WR1 7 53.34 -0.05 2.09 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 7 -28.63 -0.40 -1.12 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 7 -18.20 -0.40 -0.71 0.00 0.00 6 ASD DL+CLL+WL2 7 -0.22 -0.25 -0.01 0.00 0.00 7 ASD DL+CLL+WR2 7 13.63 -0.25 0.54 0.00 0.00 8'ASD DC(1+.14SD)+.7EQL 7 -35.71 -0.27 -1.40 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 7 -35.70 -0.27 -1.40 0.00 0.00 1 ASD DL+CLL+LL 7 -341.62 4.46 7.23 0.00 0.00 2 ASD .6DL+WL1 7 152.58 -1.66 -2.76 0.00 '0.00 3 ASD .6DL+WR1 7 50.26 -1.66 -1.56 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 7 -203.84 3.43 4.76 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 7 -284.40 3.43 5.67 0.00 0.00 6 ASD DL+CLL+WL2 7 -57.62' 1.76 1.79 0.00 0.00 7 ASD DL+CLL+WR2 7 -162.84 1.77 3.00 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 7 -121.81 1.82 3.82 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 7 -282.24 3.46 4.75 0.00 0.00 f North Valley - Frame Q 3 BSP 08-03-09 20 174113 SPLICE SUMMARY -------------- LCN Comb Load Conditions Analysis Moment Thrust Shear Out -of -Plane Out -of -plane No. ---=---------------------------------------------------------------------------------------------------- Typ Point in -kips kips kips _ Moment(in-kip) Shear(kip) 1 ASD DL+CLL+LL 8 226.37 2.49 -0.62 0.00 0.00 2 ASD .6DL+WL1 8 -42.75 -1.88 0.44 0.00 0.00 3 ASD .6DL+WR1 8 -42.73 -1.88 0.46 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 8 167.31 1.68 -0.43 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 8 167.33 1.69 -0.41 0.00 0.00 6 ASD DL+CLL+WL2 8 80.51 0.67 -0.18 0.00 0.00 7 ASD DL+CLL+WR2 8 80.48 0.68 -0.16 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 8 133.73 1.36 -0.84 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 8 133.72 1.59 0.10 0.00 0.00 1 ASD DL+CLL+LL 9 -341.53 4.46 -7.23 0.00 0.00 2 ASD .6DL+WL1 9 50.26 -1.66 1.57 0.00 0.00 3 ASD .6DL+WR1 9 152.59 -1.66 2.77 0.00 0.00 4'ASD DL+CLL+.75(LL+WL2) 9 -284.41 3.43 -5.67 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 9 -203.84 3.43 -4.75 0.00 0.00 6 ASD DL+CLL+WL2 9 -162.84 1.77 -3.00 0.00 0.00 7 ASD DL+CLL+WR2 9 -57.62 1.76 -1.79 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 9 -282.25 3.46 -4.57 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 9 -121.81 1.82 -3.99 0.00 0.00 1 ASD DL+CLL+LL 9 -60.29 -0.45 2.37 0.00 0.00 2 ASD .6DL+WL1 9 53.34 -0.05 -2.09 0.00 0.00 3 ASD .6DL+WR1 9 39.50 -0.05 -1.55 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 9 -18.20 -0.40 0.71 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 9 -28.62 -0.40 1.12 0.00 0.00 6 ASD DL+CLL+WL2 9 13.63 -0.25 -0.54 0.00 0.00 7 ASD DL+CLL+WR2 9 -0.22 -0.25 0.01 0.00 0.00 8'ASD DC(1+.14SD)+.7EQL 9 -35.70 -0.27 1.40 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 9 -35.71 -0.27 1.40 0.00 0.00 ) North Valley - Frame Q 3 BSP 08-03-09 21 174113 SPLICE SUMMARY -------------- LCN Comb Load Conditions Analysis Moment Thrust Shear Out -of -Plane Out -of -plane No. -------------------------------------------------------------------------------------------------------- Typ Point in -kips kips kips Moment(in-kip) Shear(kip) 1 ASD DL+CLL+LL 11 0.06 10.49 2.59 0.00 0.00 2 ASD .6DL+WL1 11 0.06 -3.97 0.87 0.00 0.00 3 ASD .6DL+WR1 11 -0.06 -4.60 -1.50 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 11 0.06 7.10 2.66 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 11 0.06 6.61 0.88 0.00 0.00 6 ASD DL+CLL+WL2 11 0.06 2.86 1.91 0.00 0.00 7 ASD DL+CLL+WR2 11 -0.06 2.21 -0.45 0.00 0.00 B"ASD DC(1+.14SD)+.7EQL 11 0.06 6.69 2.26 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 11 0.06 5.74 0.81 0.00 0.00 1 ASD DL+CLL+LL 9 281.25 10.49 2.52 0.00 0.00 2 ASD .6DL+WL1 9 3.08 -3.97 -0.79 0.00 0.00 3 ASD .6DL+WR1 9 -113.09 -4.60 -0.62 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 9 266.21 7.10 2.18 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 9 175.22 6.61 2.34 0.00 0.00 6 ASD DL+CLL+WL2 9 176.47 2.86 1.32 0.00 0.00 7 ASD DL+CLL+WR2 9 57.40 2.21 1.52 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 9 246.55 6.69 2.22 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 9 86.10 5.74 0.80 0.00 0.00 1 ASD DL+CLL+LL 12 932.11 20.90 -6.47 0.00 0.00 2 ASD .6DL+WL1 12 -349.68 -8.50 1.84 0.00 0.00 3"ASD .6DL+WR1 12 -262.10 -11.08 2.38 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 12 604.03 14.37 -4.52 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 12 679.14 12.42 -4.03 0.00 0.00 6 ASD DL+CLL+WL2 12 221.71 5.99 -1.96 0.00 0.00 7 ASD DL+CLL+WR2 12 313.46 3.41 -1.37 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 12 427.42 13.31 -4.70 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 12 671.89 11.36 -2.84 0.00 0.00 • • North Valley - Frame ® 3 BSP 08-03-09 22 174113 SPLICE SUMMARY -------------- LCN Comb Load Conditions Analysis Moment Thrust Shear Out -of -Plane Out -of -plane No. Typ Point in -kips kips kips Moment(in-kip) Shear(kip) -------------------------------------------------------------------------------------------------------- 1 ASD DL+CLL+LL 15 0.06 26.17 17.66 0.00 0.00 2 ASD .6DL+WL1 15 -0.06 -8,18 -3.00 0.00 0.00 3 ASD .6DL+WR1 15 -0.06 -11.04 -8.07 0.00 0.00 4,ASD DL+CLL+.75(LL+WL2) 15 0.06 18.66 13.82 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 15 0.06 16.45 9.77 0.00 0.00 6 ASD DL+CLL+WL2 15 0.06 8.36 7.29 0.00 0.00 7 ASD DL+CLL+WR2 15 0.06 5.48 2.09 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 15 0.06 16.74 13.08 0.00 0.00 9 ASD DC(1+.14SD)+.IEQR 15 0.06 14.19 7.53 0.00 0.00 1 ASD DL+CLL+LL 13 2255.44 26.17 17.24 0.00 0.00 2 ASD .6DL+WL1 13 -516.01 -8.29 -5.02 .0.00 0.00 3 ASD .6DL+WR1 13 -977.45 -10.98 -7.06 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 13 1736.47 18.63 13.06 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 13 1365.33 16.56 11.43 0.00 0.00 6 ASD DL+CLL+WL2 13 892.88 8.32 6.54 0.00 0.00 7 ASD DL+CLL+WR2 13 419.98 5.62 4.43 0.00 0.00 8'ASD DC(1+.14SD)+.7EQL 13 1675.81 16.74 12.87 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 13 965.97 14.20 7.48 0.00 0.00 1 ASD DL+CLL+LL 13 0.06 -0.38 1.76 0.00 0.00 2 ASD .6DL+WL1 13 -0.06 -1.00 -1.40 0.00 0.00 3 ASD .6DL+WR1 13 -0.06 -0.76 -0.99 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 13 0.06 -1.02 0.35 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 13 0.06 -0.82 0.66 0.00 0.00 6 ASD DL+CLL+WL2 13 -0.06 -1.12 -0.65 0.00 0.00 7 ASD DL+CLL+WR2 13 -0.06 -0.88 -0.23 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 13 0.06 -0.23 1.02 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 13 0.06 -0.17 1.02 0.00 0.00 North Valley - Frame e 3 BSP SPLICE SUMMARY -------------- (q 08-03-09 23 174113 LCN Comb Load Conditions Analysis Moment Thrust Shear Out -of -Plane Out -of -plane No. -------------------------------------------------------------------------------------------------------- Typ Point in -kips kips kips Moment(in-kip) Shear(kip) 1 ASD DL+CLL+LL 18 -0.06 6.01 0.00 0.00 0.00 2 ASD .6DL+WL1 18 0.06 -4.50 0.00 0.00 0.00 3 ASD .6DL+WR1 18 0.06 -3.17 0.00 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 18 -0.06 1.52 0.00 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 16 0.06 2.52 0.00 0.00 0.00 6 ASD DL+CLL+WL2 18 0.06 -1.68 0.00 0.00 0.00 7 ASD DL+CLL+WR2 18 -0.06 -0.36 0.00 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 18 -0.06 3.68 0.00 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 18 -0.06 3.69 0.00 0.00 0.00 1 ASD DL+CLL+LL 19 -0.06 6.01 -0.01 0.00 0.00 2 ASD .6DL+WL1 19 0.06 -4.50 -0.01 0.00 0.00 3 ASD .6DL+WR1 19 0.06 -3.17 0.01 0..00 0.00 4•ASD DL+CLL+.75(LL+WL2) 19 -0.06 1.52 0.00 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 19 0.06 2.52 0.01 0.00 0.00 6 ASD DL+CLL+WL2 19 0.06 -1.68 0.00 0.00 0.00 7 ASD DL+CLL+WR2 19 -0.06 -0.36 0.00 0.00 0.00 8 ASD DC(1+.14$D)+.7EQL 19 -0.06 3.68 -0.01 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 19 -0.06 3.69 0.01 0.00 0.00 A i North Valley - Frame m 3 �j BSP 08-03-09 MODULE REVIEW DATA - DESIGN SUMMARY -------------- FRAME REACTIONS - Load Condition 1: ASD DL+CLL+LL Vertical Horizontal Moment Joint Reaction Reaction Reaction Number (kips) (kips) (in -kip) 1 25.113 18.707 0.000 15 25.113 -18.843 0.000 16 5.777 -0.037 0.000 18 6.015 0.040 0.000 SUM 62.017 -0.132 -- Out of Plane -- Reaction Moment (kips) (in -kip) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 24 174113 CYCLE 1 • v North Valley - Frame @ 3 BSP 08-03-09 MODULE REVIEW DATA - DESIGN SUMMARY -------------- FRAME REACTIONS - Load Condition 2: ASD • 6DL+WL1 Moment Reaction (in -kip) 0.000 0.000 0.000 0.000 -- Out of Plane -- Reaction Moment (kips) (in -kip) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1� u 25 174113 CYCLE 1 • Vertical Horizontal Joint Reaction Reaction Number ------ (kips) -------- (kips) --------- --------.1 .1 -10.542• -8.790 15 -7.988 3.482 16 -3.170 -0.017 18 -4.498 -0.005 SUM -------- -26.198 --------- -5.330 • 6DL+WL1 Moment Reaction (in -kip) 0.000 0.000 0.000 0.000 -- Out of Plane -- Reaction Moment (kips) (in -kip) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1� u 25 174113 CYCLE 1 • North Valley - Frame @ 3 BSP 08-03-09 MODULE REVIEW DATA - DESIGN SUMMARY -------------- FRAME REACTIONS - Load Condition 3: ASD .6DL+WR1 Vertical Horizontal Moment Joint Reaction Reaction Reaction Number ------ (kips) -------- (kips) --------- -(in-kip) -------- 1 -7.987 -3.481 0.000 15 -10.542 8.790 0.000 16 -4.498 0.005 0.000 18 -3.170 0.017 0.000 SUM -26.198 5.330 -- Out of Plane -- Reaction Moment (kips) (in -kip) -------- ------ 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 26 CYCLE 1 174113 W North Valley - Frame 9 3 BSP 08-03-09 MODULE REVIEW DATA - DESIGN SUMMARY -------------- FRAME REACTIONS - Load Condition 4: ASD DL+CLL+.75(LL+WL2) Vertical Horizontal Moment -- Out of Plane -- Joint Reaction Reaction Reaction Reaction Moment Number ------ (kips) -------- (kips) --------- (in -kip) -------- (kips) -------- (in -kip) ------ 1 15.902 10.624 0.000 0.000 0.000 15 17.828 -14.680 0.000 0.000 0.000 16 2.278 -0.004 0.000 0.000 0.000 18 1.518 0.011 0.000 0.000 0.000 SUM -------- 37.526 --------- -4.049 -------- 0 27 174113 CYCLE 1 f` f North Valley - Frame @ 3 BSP 08-03-09 28 174113 MODULE REVIEW DATA - DESIGN SUMMARY -------------- CYCLE 1 FRAME REACTIONS - Load Condition 5: ASD DL+CLL+.75(LL+WR2) Vertical Horizontal Moment -- Out'of Plane -- Joint Reaction Reaction Reaction Reaction Moment Number ------ (kips) -------- (kips) --------- (in -kip) -------- (kips) -------- (in -kip) ------ 1 17.875 14.679 0.000 0.000 0.000 15 15.854 -10.625 0.000 0.000 0.000 16 1.276 -0.009 0.000 0.000 0.000 18 2.521 -------- 0.005 --------- 0.000 0.000 0.000 SUM 37.526 4.049 -------- V'1 North Valley - Frame ® 3 BSP 08-03-09 29 MODULE REVIEW DATA - DESIGN -------------- SUMMARY CYCLE 1 FRAME REACTIONS - Load Condition 6: ASD DL+CLL+WL2 Vertical Horizontal Moment -- Out of Plane -- Joint Reaction Reaction Reaction Reaction Moment Number ------ (kips) -------- (kips) --------- (in -kip) -------- (kips) -------- (in -kip) ------ 1 5.394 2.408 0.000 0.000 0.000 15 7.921 -7.707 0.000 0.000 0.000 16 -0.599 -0.001 0.000 0.000 0.000 18 -1.684 -0.009 0.000 0.000 0.000 SUM -------- 11.031 --------- -5.309 -------- 174113 North Valley - Frame Q 3 BSP 08-03-09 MODULE REVIEW DATA - DESIGN SUMMARY -------------- FRAME REACTIONS - Load Condition 7: ASD DL+CLL+WR2 (kips) Vertical Horizontal Moment Joint Reaction Reaction Reaction Number (kips) (kips) (in -kip) 1 7.969 7.707 0.000 15 5.346 -2.409 0.000 16 -1.927 0.010 0.000 18 -0.356 0.000 0.000 SUM -------- 11.032 --------- 5.309 -------- -- Out of Plane -- Reaction Moment (kips) (in -kip) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 30 174113 CYCLE 1 0 North Valley - Frame @ 3 BSP 08-03-09 MODULE REVIEW DATA - DESIGN -------------- SUMMARY FRAME REACTIONS - Load Condition 8: ASD DC(1+.14SD)+.7EQL Vertical Horizontal Moment -- Out of Plane -- Joint Reaction Reaction Reaction Reaction Moment Number ------ (kips) -------- (kips) --------- (in -kip) -------- (kips) -------- (in -kip) ------ 1 13.781 8.328 0.000 0.000 0.000 15 15.956 -13.819 0.000 0.000 0.000 16 3.429 0.006 0.000 0.000 0.000 18 3.677 0.034 0.000 0.000 0.000 SUM -------- 36.842 --------- -5.451 -------- • 31 174113 CYCLE 1 n • t North Valley - Frame Q 3 BSP 08-03-09 32 174113 MODULE REVIEW DATA - DESIGN -------------- SUMMARY CYCLE 1 FRAME REACTIONS - Load Condition 9: ASD DC(1+.14SD)+.7EQR Vertical Horizontal Moment -- Out of Plane -- Joint Reaction Reaction Reaction Reaction Moment Number ------ (kips) -------- (kips) --------- (in -kip) -------- (kips) -------- (in -kip) ------ 1 16.006 13.818 0.000 0.000 0.000 15 13.730 -8.329 0.000 0.000 0.000 16 3.419 -0.032 0.000 0.000 0.000 18 3.687 -------- -0.006 --------- 0.000 0.000 0.000 SUM 36.843 5.451 -------- IN North Valley - Frame @ 3 BSP <----- Max Shear 08-03-09 33 174113 Sect. Axial Moment MODULE REVIEW DATA - DESIGN SUMMARY -------------- CYCLE 1 ---=-------------------------------------------------------------------------------------------------------- Lean-Col 16-17 Length 9.13 ft Angle of Member 90.00 deg Tube section Weight 124. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress _Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 9.13 46.0 3 3.04 ft 6.00 in 6.00 in 6.000 Width x0.188 Thk. 0.031 1 (Controlling Actions) • • • <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips.) (kips) Cond 1 -------------------------------------------------------------------------------------------------------------- 5.78 -0.06 94.92 222.96 0.06 0.00 0.00 -0.01 31.42 1 Beam-MNT 2-17 Length 4.59 ft Angle of Member 11.06 deg Built-up section Weight 68. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 2.00 . 55.0 1 2.00 ft 6.00 in 12.00 in 6.000 X0.2500 0.1350 6.000 X0.2500 0.022 1 2 2.59 50.0 1 2.59 ft 12.00 in 12.00 in 6.000 X0.2500 0.1350 6.000 X0.2500 0.122 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1, -0.22 -13.34 149.93 625.11 0.00 0.02 0.06 -1.11 17.56 1 2 -------------------------------------------------------------------------------------------------------------- -0.50 -70.17 136.30 584.15 0.00 0.12 0.15 -2.55 17.56 1 • • • North Valley - Frame @ 3 BSP 08-03-09 34 174113 MODULE REVIEW DATA - DESIGN SUMMARY CYCLE 1 -------------- -------------------------------------------------------------------------------------------------------------- Beam-MNT 17- 3 Length 8.86 ft Angle of Member 10.41 deg Built-up section Weight 137. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 8.86 55.0 3 2.95 ft 12.00 in 12.00 in 6.000 X0.2500 0.1350 6.000 X0.2500 0.115 1 (Controlling Actions) <-- Required --> <== Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 0.55 -70.17 108.00 625.11 0.01 0.11 0.18 3.13 17.56 1 -------------------------------------------------------------------------------------------------------------- Beam-Col 1- 3 Length 10.75 ft Angle of Member 86.64 deg Built-up section Weight 338. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 10.75 55.0 3 3.58 ft 12.00 in 24.00 in 8.000 X0.3750 0.1880 8.000 X0.3750 0.917 1 (Controlling Actions) <-- Required --> <== Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Regd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 26.17 -2237.18 178.75 2637.94 0.14 0.85 0.74 -11.21 23.21 1 -------------------------------------------------------------------------------------------------------------- M North Valley - Frame Q 3 BSP 08-03-09 35 174113 MODULE REVIEW DATA - DESIGN SUMMARY CYCLE 1 -------------- -------------------------------------------------------------------------------------------------------------- Beam-MNT 3- 4 Length 21.45 ft Angle of Member 14.22 deg Built-up section Weight 757. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No, (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 21.45 55.0 6 3.57 ft 24.00 in 24.00 in 8.000 X0.3750 0.1880 8.000 X0.3750 0.903 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 23.88 -2237.18 216.46 2637.94 0.11 0.85 0.78 18.05 23.21 1 -------------------------------------------------------------------------------------------------------------- Beam-MNT 4- 5 Length 1.17 ft Angle of Member 0.00 deg Built-up section Weight 47. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No, (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 1.17 55.0 1 1.17 ft 24.00 in 24.00.in 10.000 X0.3750 0.1880 10.000 X0.3750 0.438 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 18.74 1093.72 231.48 2748.69 0.08 0.40 0.49 11.34 23.21 1 -------------------------------------------------------------------------------------------------------------- -P' 0. ) North Valley - Frame Q 3 BSP MODULE REVIEW DATA - DESIGN SUMMARY -------------- 08-03-09 36 174113 CYCLE 1 Beam-MNT 5- 7 Length 9.04 ft Angle of Member 90.00 deg Built-up section Weight 140. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 9.04 55.0 3 3.01 ft 12.00 in 12.00 in 6.000 X0.2500 0.1350 6.000 X0.2500 0.510 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios ------ > <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 10.49 -281.33 79.89 625.11 0.12 0.45 0.15 -2.66 17.56 5 -------------------------------------------------------------------------------------------------------------- Beam-MNT 6- 7 Length 4.24 ft Angle of Member 10.73 deg Built-up section Weight 63. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange .Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 4.24 55.0 2 2.12 ft 6.00 in 15.00 in 6.000 X0.2500 0.1350 6.000 X0.2500 0.079 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Regd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 -0.45 -60.29 163.27 781.38 0.00 0.08 0.17 -2.37 13.61 1 -------------------------------------------------------------------------------------------------------------- North Valley - Frame Q 3 BSP 08-03-09 37 174113 MODULE REVIEW DATA - DESIGN SUMMARY CYCLE 1 -------------- -------------------------------------------------------------------------------------------------------------- Beam-MNT 7- 8 Length 14.26 ft Angle of Member 14.05 deg Built-up section Weight 234. lb Sect. Length Yield No. Segment Depth at •Depth at Outer Flange Web thk Comb.Strng Load No., (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 14.26 55.0 4 3.56 ft 14.00 in 14.00 in 6.000 X0.2500 0.1350 6.000 X0.2500 0.490 1 (Controlling Actions). <-- Required --> <_= Available =_> <----- Ratios --=--> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in-kip) (kips) (k-in) Axial Bendg Shear (kips) (kips) Cond 1 4.46 -341.62 98.58 730.39 0.04 0.47 0.49 7.23 14.87 1 -------------------------------------------------------------------------------------------------------------- Beam-MNT 8- 9 Length 14.26 ft Angle of Member -14.05 deg Built-up section Weight 234. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg. Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 14.26 55.0 4 3.56 ft 14.00 in 14.00 in 6.000 X0.2500 0.1350 6.000 X0.2500 0.490 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 4.46 -341.53 97.61 730.39 0.04 0.47 0.49 -7.23 14.87 1 -------------------------------------------------------------------------------------------------------------- 0 North Valley - Frame Q 3 BSP 08-03-09 38 174113 MODULE REVIEW DATA - DESIGN SUMMARY CYCLE 1 -------------- -------------------------------------------------------------------------------------------------------------- Beam-MNT 9-10 Length 4.24 ft Angle.of Member -10.73 deg Built -:up section Weight 63. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No.. ' (f t) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 4.24 55.0 2 2.12 ft 15.00 in 6.00 in 6.000 X0.2500 0.1350 6.000 X0.2500 0.079 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 -0.45 -60.29 163.27 781.38 0.00 0.08 0.17 2.37 13.81 1 --------------------------------------------------------------------------------------------------------------- Beam-MNT 11- 9 Length 9.04 ft Angle of Member 90.00 deg Built-up section Weight 140. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No.. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 9.04 55.0 3 3.01 ft 12.00 in 12.00 in 6.000 X0.2500 0.1350 6.000 X0.2500 0.510 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 10.49 281.25 79.89 625.11 0.12 0.45 0.15 2.66 17.56 4 -------------------------------------------------------------------------------------------------------------- R J North Valley - Frame Q 3 BSP MODULE REVIEW DATA - DESIGN SUMMARY -------------- 08-03-09 39 174113 CYCLE 1 Beam-MNT 5-11 Length 27.66 ft Angle of Member 0.00 deg Built-up section Weight 1117. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 27.66 55.0 7 3.95 ft 24.00 in 24.00 in 10.000 X0.3750 0.1880 10.000 X0.3750 0.955 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 16.17 1101.40 85.29 1259.10 0.19 0.87 0.03 0.70 23.21 9 -------------------------------------------------------------------------------------------------------------- Beam-MNT 11-12 Length 1.17 ft Angle of Member 0.00 deg Built-up section Weight 47. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 1.17 55.0 1 1.17 ft 24.00 in 24.00 in 10.000 X0.3750 0.1880 10.000 X0.3750 0.436 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 18.74 1087.08 -------------------------------------------------------------------------------------------------------------- 231.48 2748.69 0.08 0.40 0.49 -11.36 23.21 1 • 0 0 Mm North Valley - Frame @ 3 0 BSP MODULE REVIEW DATA - DESIGN SUMMARY -------------- 08-03-09 40 174113 CYCLE 1 Beam-MNT 12-13 Length 21.45 ft Angle of Member -14.22 deg Built-up section Weight 757. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) . Inner Flange Ratio Cond 1 21.45 55.0 6 3.57 ft 24.00 in 24.00 in 8.000 X0.3750 0.1880 8.000 X0.3750 0.910 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 23.89 -2255.44 217.27 2637.94 0.11 0.85 0.78 -18.12 23.21 1 -------------------------------------------------------------------------------------------------------------- Beam-Col 15-13 Length 10.75 ft Angle of Member 93.36 deg Built-up section Weight 338. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 10.75 55.0 3 3.58 ft 12.00 in 24.00 in 8.000 X0.3750 0.1880 8.000 X0.3750 0.924 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 26.17 2255.44 178.75 2637.94 0.14 0.85 0.74 17.24 23.21 1 -------------------------------------------------------------------------------------------------------------- 7 North Valley - Frame @ 3 BSP MODULE REVIEW DATA - DESIGN SUMMARY -------------- Beam-MNT 13-19 Length 8.86 ft Angle of Member -10.41 deg Sect. Length Yield No. Segment Depth at Depth at No. (ft) Stress Seg Size Start End 1 8.86 55.0 3 2.95 ft 12.00 in 12.00 in (Controlling Actions) 08-03-09 41 174113 Built-up section Outer Flange Web thk or Pipe/Tube (in) 6.000 X0.2500 0.1350 CYCLE 1 Weight 137. lb Comb.Strng Load Inner Flange Ratio Cond 6.000 X0.2500 0.123 1 <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 0.53 -75.37 108.00 625.11 0.00 0.12 0.18 -3.18 17.56 1 ---------------------------------------- ---------------------------------------------------------------------- Beam-MNT 19-14 Length 4.59 ft Angle of Member -11.06 deg Built-up section Weight 68. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No,. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1. 2.59 55.0 1 2.59 ft 12.00 in 12.00 in 6.000 X0.2500 0.1350 6.000 X0.2500 0.122 1 2 2.00 55.0 1 2.00 ft 12.00 in 6.00 in 6.000 X0.2500 0.1350 6.000 X0.2500 0.024 1 (Controlling Actions) • • �l • Cr. <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 -0.54 -75.36 149.93 625.11 0.00 0.12 0.16 2.74 17.56 1 2 -------------------------------------------------------------------------------------------------------------- -0.23 -14.33 149.93 625.11 0.00 0.02 0.07 1.20 17.56 1 • • �l • Cr. North Valley - Frame @ 3 BSP 08-03-09 42 174113 MODULE REVIEW DATA - DESIGN SUMMARY CYCLE 1 -------------- -------------------------------------------------------------------------------------------------------------- Lean-Col 18-19 Length 9.13 ft Angle of Member 90.00 deg Tube section Weight 124. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 9.13 46.0 3 3.04 ft 6.00 in 6.00 in 6.000 Width x0.188 Thk. 0.032 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 6.01 -0.06 94.92 222.96 0.06 0.00 0.00 -0.01 31.42 1 -------------------------------------------------------------------------------------------------------------- TOTAL FRAME WEIGHT IS 4934.lbs. i North Valley - Frame Q 3 BSP 08-03-09 MODULE REVIEW DATA - JOINT DEFLECTIONS ----------------- Joint Dflc for Load Comb 1: ASD DL+CLL+LL Weighted B2 Factor = 1.03 Vertical Horizontal Rotation Out -of -Plane Joint Deflection Deflection Angle Deflection Number (inches) (inches) (deg) (inches) ------ 1 -------- 0.00000 -------- 0.00000 -------- 0.43411 ----------- 0.00000 2 -0.03573 -0.42781 0.03994 0.00000 3 0.00979 -0.43651 -0.14422 0.00000 4 -1.86713 0.01951 -0.38975 0.00000 5 -1.95925 0.01874 -0.36138 0.00000 6 -1.86380 -0.14215 -0.11230 0.00000 7 -1.96786 -0.12234 -0.13429 0.00000 8 -2.50351 0.00728 0..00134 0.00000 9 -1.96002 0.13887 0.13707 0.00000 10 -1.85353 0.15913 0.11508 0.00000 11 -1.95140 0.00316 0.36336 0.00000 12 -1.85882 0.00239 0.39154 0.00000 13 0.01097 0.45659 0.13805 0.00000 14 -0.04165 0.44655 -0.04656 0.00000 15 0.00000 0.00000 -0.44501 0.00000 16 0.00000 0.00000 0.22677 0.00000 17 -0.00548 -0.43362 0.01170 0.00000 18 0.00000 0.00000 -0.23714 0.00000 19 -0.00571 0.45346 -0.01623 0.00000 43 174113 0 - ,0 North Valley - Frame @ 3 BSP 08-03-09 MODULE REVIEW DATA - JOINT DEFLECTIONS ----------------- Joint Dflc for Load Comb 2: ASD .6DL+WL1 Weighted B2 Factor = 0.96 Vertical Horizontal Rotation Out -of -Plane Joint Deflection Deflection Angle Deflection Number ------ (inches) (inches) (deg) (inches) 1 -------- 0.00000 -------- 0.00000 -------- -0.26854 ----------- 0.00000 2 0.02446 0.35297 -0.02709 0.00000 3 -0.01453 0.36097 -0.01039 0.00000 4 0.55655 0.22584 0.14479 0.00000 5 0.59106 0.22626 0.13652 0.00000 6 0.59606 0.38509 -0.00589 0.00000 7 0.59464 0.38533 0.00850 0.00000 8 0.76943 .0.34389 0.03056 0.00000 9 0.71059 0.33140 -0.03220 0.00000 10 0.69414 0.32830 -0.01276 0.00000 11 0.70733 0.23459 -0.10432 0.00000 12 0.68045 0.23491 -0.11482 0.00000 13 0.00922 0.07212 -0.10406 0.00000 14 0.01929 0.07493 0.02208 0.00000 15 0.00000 0.00000 0.01491 0.00000 16 0.00000 0.00000 -0.18679 0.00000 17 0.00301 0.35717 -0.01157 0.00000 18 0.00000 0.00000 -0.03765 0.00000 19 0.00427 0.07199 0.00005 0.00000 44 174113 - *1 f North Valley - Frame 3 BSP 08-03-09 MODULE REVIEW DATA - JOINT DEFLECTIONS ----------------- Joint Dflc for Load Comb 3: ASD .6DL+WR1 Weighted B2 Factor = 0.96 Vertical Horizontal Rotation Out -of -Plane Joint Deflection Deflection Angle Deflection Number (inches) (inches) (deg) (inches) ------ 1 -------- 0.00000 -------- 0.00000 -------- -0.01495 ----------- 0.00000 2 0.01929 -0.07484 -0.02208 0.00000 3 0.00921 -0.07202 0.10402 0.00000 4 0.68030 -0.23478 0.11482 0.00000 5 0.70718 -0.23446 0.10433 0.00000 6 0.69396 -0.32824 0.01280 0.00000 7 0.71044 -0.33135 0.03225 0.00000 8 0.76941 -0.34387 -0.03052 0.00000 9 0.59494 -0.38528 -0.00846 0.00000 10 0.59620 -0.38503 0.00593 0.00000 11 0.59116 -0.22612 -0.13650 0.00000 12 0.55666 -0.22571 -0.14478 0.00000 13 -0.01452 -0.36086 0.01034 0.00000 14 0.02446 -0.35286 0.02709 0.00000 15 0.00000 0.00000 0.26849 0.00000 16 0.00000 0.00000 0.03759 0.00000 17 0.00427 -0.07189 -0.00005 0.00000 18 0.00000 0.00000 0.18673 0.00000 19 0.00301 -0.35707 0.01156 0.00000 45 174113 Y SIT W North Valley - Frame O 3 BSP 08-03-09 46 174113 MODULE REVIEW DATA - JOINT DEFLECTIONS ----------------- Joint Dflc for Load Comb 4: ASD DL+CLL+.75(LL+WL2) Weighted B2 Factor = 1.01 Vertical Horizontal Rotation Out -:of -Plane Joint Deflection Deflection Angle Deflection Number (inches) (inches) (deg) (inches) ------ 1 -------- 0.00000 -------= 0.00000 -------- 0.19620 ----------- 0.00000 2 -0.01072 -0.12744 0.01216 0.00000 3 -0.00246 -0.12861 -0.14382 0.00000 4 -1.32480 0.19445 -0.25264 0.00000 5 -1.38428 0.19399 -0.23238 0.00000 6 -1.29709 0.17312 -0.10281 0.00000 7 -1.38971 0.19075 -0.11326 0.00000 8 -1.74078 0.27535 0.02568 0.00000 9 -1.29182 0.38445 0.09599 0.00000 10 -1.21199 0.39965 0.08934 0.00000 11 -1.28598 0.18416 0.25.950 0.00000 12 -1.22008 0.18363 0.27786 0.00000 13 0.01710 0.48338 0.04884 0.00000 14 -0.02080 0.47680 -0.02283 0.00000 15 0.00000 0.00000 -0.40297 0.00000 16 0.00000 0.00000 0.06747 0.00000 17 -0.00216 -0.12902 0.00105 0.00000 18 0.00000 0.00000 -0.25127 0.00000 19 -0.00144 0.48048 -0.01453 0.00000 SIT W North Valley - Frame @ 3 BSP 08-03-09 MODULE REVIEW DATA - JOINT DEFLECTIONS ----------------- Joint Dflc for Load Comb 5: ASD DL+CLL+.75(LL+WR2) Weighted B2 Factor = 1.01 Vertical Horizontal Rotation Out -of -Plane Joint Deflection Deflection Angle Deflection Number - (inches) (inches) (deg) (inches) ------ 1 -------- 0.00000 -------- 0.00000 -------- 0.40279 ----------- 0.00000 2 -0.01546 -0.47754 0.01683 0.00000 3 0.01705 -0.48308 -0.04891 0.00000 4 -1.22005 -0.18335 -0.27782 0.00000 5 -1.28594 -0.18387 -0.25947 0.00000 6 -1.21193 -0.39933 -0.08936 0.00000 7 -1.29177 -0.38413 -0.09600 0.00000 8 -1.74078 -0.27503 -0.02569 0.00000 9 -1.38974 -0.19043 0.11324 0.00000 10 -1.29713 -0.17280 0.10279 0.00000 11 -1.38431 -0.19371 0.23240 0.00000 12 -1.32482 -0.19416 0.25267 0.00000 13 -0.00242 0.12891 0.14375 0.00000 14 -0.01607 0.12669 -0.01817 0.00000 15 0.00000 0..00000 -0.19638 0.00000 16 0.00000 0.00000 0.25114 0.00000 17 -0.00121 -0.48023 0.01062 0.00000 18 0.00000 0.00000 -0.06760 0.00000 19 -0.00239 0.12926 -0.00497 0.00000 47 174113 • • • North Valley - Frame Q 3 BSP 08-03-09 MODULE REVIEW DATA - JOINT DEFLECTIONS ----------------- Joint Dflc for Load Comb 6: ASD DL+CLL+WL2 Weighted B2 Factor = 1.01 Vertical Horizontal Rotation Out -of -Plane Joint Deflection Deflection Angle Deflection Number (inches) (inches) (deg) (inches) ------ 1 -------- 0.00000 -------- 0.00000 -------- -0.00733 ----------- 0.00000 2 0.00797 0.09237 -0.00869 0.00000 3 -0.00903 0.09617 -0.09923 0.00000 4 -0.59190 0.24018 -0.09298 0.00000 5 -0.61358 0.24006 -0.08382 0.00000 6 -0.55764 0.31146 -0.06611 0.00000 7 -0.61540 0.32246 -0.06620 0.00000 8 -0.74819 0..35414 0.03216 0.00000 9 -0.49430 0.41612 0.04178 0.00000 10 -0.45484 0.42365 0.04674 0.00000 11 -0.49195 0.23675 0.11752 0.00000 12 -0.46229 0.23653 0.12434 0.00000 13 0.01560 0.35165 -0.01973 0.00000 14 -0.00298 0.34897 -0.00279 0.00000 15 0.00000 0.00000 -0.25449 0.00000 16 0.00000 0.00000 -0.04910 0.00000 17 0.00057 0.09388 -0.00573 0.00000 18 0.00000 0.00000 -0.18293 0.00000 19 0.00160 0.34979 -0.01017 0.00000 48 174113 11 North Valley - Frame @ 3 BSP 08-03-09 MODULE REVIEW DATA - JOINT DEFLECTIONS ----------------- Joint Dflc for Load Comb 7: ASD DL+CLL+WR2 Weighted B2 Factor = 1.01 Vertical Horizontal Rotation Out -of -Plane Joint Deflection Deflection Angle Deflection Number ------ (inches) -------- (inches) -------- (deg) -------- (inches) ----------- 1 0.00000 0.00000 0.25429 0.00000 2 0.00237 -0.34966 -0.00322 0.00000 3 0.01555 -0.35130 0.01963 0.00000 4 -0.46241 -0.23616 -0.12431 0.00000 5 -0.49206 -0.23638 -0.11749 0.00000 6 -0.45497 -0.42332 -0.04671 0.00000 7 -0.49441 -0.41580 -0.04175 0.00000 8 -0.74821 -0.35385 -0.03213 0.00000 9 -0.61534 -0.32214 0.06623 0.00000 10 -0.55755 -0.31114 0.06614 0.00000 11 -0.61352 -0.23969 0.08386 0.00000 12 -0.59183 -0.23981 0.09302 0.00000 13 -0.00898 -0.09580 0.09913 0.00000 14 0.00262 -0.09306 0.00268 0.00000 15 0.00000 0.00000 0.00712 0.00000 16 0.00000 0.00000 0.18277 0.00000 17 0.00183 -0.34950 0.00624 0.00000 18 0.00000 0.00000 0.04894 0.00000 19 0.00034 -0.09358 0.00181 0.00000 49 174113 �i * to North Valley - Frame Q 3 BSP 08-03-09 MODULE REVIEW DATA - JOINT DEFLECTIONS ----------------- Joint Dflc for Load Comb 8: ASD DC(1+.14SD)+.7EQL Weighted B2 Factor = 1.07 Vertical Horizontal Rotation Out -of -Plane Joint Deflection Deflection Angle Deflection Number (inches) (inches) (deg) (inches) ------ 1 -------- 0.00000 -------- 0.00000 -------- 0.05136 ----------- 0.00000 . 2 -0.01021 0.11548 0.01204 0.00000 3 -0.01545 0.11635 -0.19765 0.00000 4 -1.24008 0.41597 -0.19581 0.00000 5 -1.28568 0.41555 -0.17602 0.00000 6 -1.21158 0.46757 -0.08619 0.00000 7 -1.29040 0.48255 -0.09921 0.00000 8 -1.47103 0.52529 0.08109 0.00000 9 -1.01406 0.63687 0.06105 0.00000 10 -0.96857 0.64554 0.04803 0.00000 11 -1.00856 0.40636 0.24830 0.00000 12 -0.94601 0.40587 0.26172 0.00000 13 0.02745 0.64010 -0.03167 0.00000 14 -0.03803 0.62770 -0.04192 0.00000 15 0.00000 0.00000 -0.46409 0.00000 16 0.00000 0.00000 -0.05971 0.00000 17 -0.00325 0.11418 -0.00471 0.00000 18 0.00000 0.00000 -0.33176 0.00000 19 -0.00349 0.63438 -0.02295 0.00000 50 174113 .10 North Valley - Frame @ 3 BSP 08-03-09 MODULE REVIEW DATA - JOINT DEFLECTIONS ----------------- Joint Dflc for Load Comb 9: ASD DC(1+.14SD)+.7EQR weighted B2 Factor = 1.07 Vertical Horizontal Rotation Out -of -Plane Joint Deflection Deflection Angle Deflection Number (inches) (inches) (deg) (inches) ------ 1 ------- - 0.00000 -------- 0.00000 -------- 0.46388 ----------- 0.00000 2 -0.03233 -0.62847 0.03551 0.00000 3 0.02740 -0.63975 0.03158 0.00000 4 -0.94604 -0.40553 -0.26168 0.00000 5 -1.00858 -0.40601 -0.24827 0.00000 6 -0.96859 -0.64519 -0.04803 0.00000 7 -1.01408 -0.63652 -0.06105 0.00000 8 -1.47103 -0.52495 -0.08109 0.00000 9 -1.29040 -0.48221 0.09921 0.00000 10 -1.21158 -0.46722 0.08619 0.00000 11 -1.28568 -0.41520 0.17605 0.00000 12 -1.24007 -0.41562 0.19585 0.00000 13 -0.01540 -0.11600 0.19757 0.00000 14 -0.01592 -0.11625 -0.01845 0.00000 15 0.00000 0.00000 -0.05157 0.00000 16 0.00000 0.00000 0.33161 0.00000 17 -0.00325 -0.63409 0.01877 0:00000 18 0.00000 0.00000 0.05956 0.00000 19 -0.00350 -0.11389 0.00053 0.00000 51 174113 �l V CD to LO v ao r LO r f� Co N v ld- (5�q ******************************************* * * * Auto/Steel Design * * * Butler Manufacturing Company * * * BC Frame * V5.0 January 2008 * * * Complying with AISC-2005 (13th) * * ******************************************* TITLE: North Valley - Frame @ 4,5,6 Specialty BY: BSP DATE: 08-03-09 FILE NO.: 174113 REPORT OPTIONS ....DESIGN DATA ....DESIGN SUMMARY REPORT ....(LAST CYCLE ONLY) ....JOINT DEFLECTIONS ....SECTION PROPERTIES ....(LAST CYCLE ONLY) ....SPLICE SUMMARY REPORT 0 • *** E X E C U T I O N O P T I O N S *** Stability Analysis per AISC-2005 EXECUTION MODE = REVIEW MAXIMUM NUMBER OF TRIALS = 1 UNITY CHECK RANGE = 0.950 TO 1.015 MAXIMUM SEGMENT SIZE = 4.000 ft. COEF. OF LINEAR EXPANSION = 0.0000065000 MOD. OF ELASTICITY,E = 29000000. psi WEB STIFFENERS = NO T *** D E T A I L I N P U T E C H O *** ADS JOINTS ADS JOINT 1 12.58 0.00 1101 0.000 0.000 0.000 ADS JOINT 2 0.00 8.25 01 0.000 0.000 0.000 ADS JOINT 3 13.21 10.73 01 0.000 0.000 0.000 ADS JOINT 5 35.00 16.00 01 0.000 0.000 0.000 ADS JOINT 6 31.00 23.34 01 0.000 0.000 0.000 ADS JOINT 7 35.00 23.72 01 0.000 0.000 0.000 ADS JOINT 8 49.00 27.22 01 0.000 0.000 0.000 ADS JOINT 9 63.00 23.72 01 0.000 0.000 0.000 ADS JOINT 11 63.00 16.00 01 0.000 0.000 0.000 ADS JOINT 13 84.79 10.73 01 0.000 0.000 0.000 ADS JOINT 14 98.00 8.25 01 0.000 0.000 0.000 ADS JOINT 15 85.42 0.00 1101 0.000 0.000 0.000 ADS JOINT 16 4.50 0.00 1101 0.000 0.000 0.000 ADS JOINT 17 4.50 9.13 01 0.000 0.000 0.000 ADS JOINT 18 93.50 0.00 1101 0.000 0.000 0.000 ADS JOINT 19 93.50 9.13 01 0.000 0.000 0.000 ADS MEMBERS ADS MEMBERLC 16 17 1. 6.00 0.00 0.00 0.00 0.00 0.00 6.00 1 0. 1.000 ADS SECTION 1 603 46.000 0.000 S1 SE 0.000 ADS MEMBERBM 2 17 0. 6.0012.00 0.00 0.00 0.00 0.0012.00 2 0. 1.000 ADS SECTION 1 102 211 55.000 2.000 0.000 ADS SECTION 2 102 211 0.000 0.000 0.000 ADS MEMBERBM 17 3 1.12.00 0.00 0.00 0.00 0.00 0.0012.00 1 0. B 1.000 ADS BRACE 2.0 6.OT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 ADS SECTION 1 102 211 55.000 0.000 SE 0.000 ADS MEMBERBC 1 3 0.12.00 0.00 0.00 0.00 0.00 0.0024.00 1 0. 1.500 ADS SECTION 1 110 204 55.000 0.000 S1 SE 0.000 ADS MEMBERBM 3 5 0.24.00 0.00 0.00 0.00 0.00 0.0024.00 1 0. B 1.000 ADS BRACE 4.0 9.OT 14.0 19.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 ADS SECTION 1 110 204 110 55.000 0.000 SE 0.000 ADS MEMBERBM 5 7 0.24.00 0.00 0.00 0.00 0.00 0.0024.00. 1 0. 1.000 ADS SECTION 1 110 204 55.000 0.000( 0.000 ADS MEMBERBM 6 7 0. 6.00 0.00 0.00 0.00 0.00 0.0015.•000+ 1 0. 1.000 ADS SECTION 1 110 204 55.000 0.000 SE 0.000 ADS MEMBERBM 7 8 0.24.00 0.00 0.00 0.00 0.00 0.0024.00 1 0. B 1.000 ADS BRACE 5.0 9.OT 13.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 ADS SECTION 1 110 204 55.000 0.00 SE 0.000 ADS MEMBERBM 8 9 0.24.00 0.00 0.00 0.00 0.00 0.0024.00 1 0. B 1.000 ADS BRACE 1.0 5.OT 9.0 0.0 0.0 .0.0 0.0.. 0.0 0..0 0.0 0.00 ADS SW 1 110 204 55.000 0.000 49 0.000 ADS M�•BM 11 9 0.24.00 0.00 0.00 0.00 0.00 0.0024.00 0. .000 ADS S N 1 110 204 55.000 0.000 1& .000 ADS MEMBERBM 11 13 0.24.00 0.00 0.00 0.00 0.00 0.0024.00 1 0. B 1.000 ADS $RACE 3.0 8.0 13.OT 18.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 ADS SECTION 1 110 204 110 55.000 0,000-971 0.000 ADS MEMBERBC 15 13 0.12.00 0.00 0.00 0.00 0.00 0.0024.00 1 0. 1.500 ADS SECTION 1 110 204 55.000 0.000 S1 SE 0.000 ADS MEMBERBM 13 19 1000.12.00 0.00 0.00 0.00 0.00 0.0012.00 1 0. B 1.000 ADS BRACE 4.OT 8.OT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 ADS SECTION 1 102 211 55.000 0.000 S1 0.000 ADS MEMBERBM 19 14 0.12.0012.00 0.00 0.00 0.00 0.00 6.00 2 0. 1.000 ADS SECTION 1 102 211 55.000 0.000 0.000 ADS SECTION 2 102 211 55.000 2.000 0.000 ADS MEMBERLC 18 19 1. 6.00 0.00 0.00 0.00 0.00 0.00 6.00 1 0. 1.000 ADS 'MISSING 'SECTION 1 603 46.000 0.000 S1 SE 0.000 LOADCOND CARD - WILL ASSUME LDCN CARDS FOLLOW ADS LOADION ASD LDCN1.00 1 100. DL 100. CL 100. LL 0. DL+CLL+LL ASD LDCN1.00 2 60. DL 100. WLL 100. IP 0. .6DL+WL1. ASD LDCN1.00 3 •60. DL 100. WLR 100. IP 0. .6DL+WR1 ASD LDCN1.00 4 100. DL 100. CL 75. LL 75. WLL DL+CLL+.75(LL+WL2) c 75. IS 0. 0. 0. ASD LDCN1.00 5 100. DL 100. CL 75. LL 75. WLR DL+CLL+.75(LL+WR2) c 75. IS 0. 0. 0. ASD LDCN1.00 6 100. DL 100. CL 100. WLL 100. IS DL+CLL+WL2 ASD LDCN1.00 7 100. DL 100. CL 100. WLR 100. IS DL+CLL+WR2 ASD LDCN1.00 8 107. DL 107. CL 70. EQ 0. DC(1+.14SD)+.7EQL ASD LDCN1.00 9 107. DL 107. CL -70. EQ 0. DC(1+.14SD)+.7EQR ADS LOADS ADS LOAD 2 17 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 ADS LOAD 17 3 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 ADS LOAD 3 5 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 ADS LOAD 6 7 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 ADS LOAD 7 8 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 ADS LOAD 8 9 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 ADS LOAD 11 13 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 ADS LOAD 13 19 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 ADS LOAD 19 14 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 ADS LOAD 2 17 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 ADS LOAD 17 3 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 ADS LOAD 3 5 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 ADS LOAD 6 7 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 ADS LOAD 7 8 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 ADS LOAD 8 9 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 ADS LOAD 11 13 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 ADS LOAD 13 19 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 ADS LOAD 19 14 CL GLOB Y UNIF 0.000 -.0.240 0.000 0.000 ADS LOAD 2 17 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 ADS LOAD 17 3 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 ADS LOAD 3 5 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 ADS LOAD 6 7 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 ADS LOAD 7 8 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 ADS LOAD 8 9 LL GLOB Y UNIF .0.000 -0.240 0.000 0.000 ADS LOAD 11 13 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 Z - W ADS LOP--,,, 13 19 LL GLOB Y UNIF 0.000 -0.240 0.0 0.000 ADS LOI. 19 14 LL GLOB Y UNIF 0.000 -0.240 0.0'. 0.000 ADS LOAD 1 3 WLL GLOB X UNIF 0.000 0.151 0.000 0.000 ADS LOAD 3 5 WLL MEMB Y UNIF 0.000 0.217 0.000 0.000 ADS LOAD 5 7 WLL GLOB X UNIF 0.000 0.151 0.000 0.000 ADS LOAD 6 7 WLL MEMB Y UNIF 0.000 0.350 0.000 0.000 ADS LOAD 7 8 WLL MEMB Y UNIF 0.000 0.217 0.000 0.000 ADS LOAD 8 9 WLL MEMB Y UNIF 0.000 0.137 0.000 0.000 ADS LOAD 11 9 WLL GLOB X UNIF 0.000 0.118 0.000 0.000 ADS LOAD 11 13 WLL MEMB Y UNIF 0.000 0.137 0.000 0.000 ADS LOAD 15 13 WLL GLOB X UNIF 0.000 0.118 0.000 0.000 ADS LOAD 13 19 WLL MEMB Y UNIF 0.000 0.472 0.000 0.000 ADS LOAD 19 14 WLL MEMB Y UNIF 0.000 0.472 0.000 0.000 ADS LOAD 2 17 WLL MEMB Y UNIF 0.000 0.350 0.000 0.000 ADS LOAD 17 3 WLL MEMB Y UNIF 0.000 0.350 0.000 0.000 ADS LOAD 1 3 WLR GLOB X UNIF 0.000 -0.118 0.000 0.000 ADS LOAD 3 5 WLR MEMB Y UNIF 0.000 0.137 0.000 0.000 ADS LOAD 5 7 WLR GLOB X UNIF 0.000 -0.118 0.000 0.000 ADS LOAD 6 7 WLR MEMB Y UNIF 0.000 0.472 0.000 0.000 ADS LOAD 7 8 WLR MEMB Y UNIF 0.000 0.137 0.000 0.000 ADS LOAD 8 9 WLR MEMB Y UNIF 0.000 0.217 0.000 0.000 ADS LOAD 11 9 WLR GLOB X UNIF 0.000 -0.151 0.000 0.000 ADS LOAD 11 13 WLR MEMB Y UNIF 0.000 0.217 0.000 0.000 ADS LOAD 15 13 WLR GLOB X UNIF 0.000 -0.151 0.000 0.000 ADS LOAD 13 19 WLR MEMB Y UNIF 0.000 0.350 0.000 0.000 ADS LOAD 19 14 WLR MEMB Y UNIF 0.000 0.350 0.000 0.000 ADS LOAD 2 17 WLR MEMB Y UNIF 0.000 0.472 0.000 0.000 ADS LOAD 17 3 WLR MEMB Y UNIF 0.000 0.472 0.000 0.000 ADS LOAD 1 3 IP GLOB X UNIF 0.000 -0.057 0.000 0.000 ADS LOAD 3 5 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 ADS LOAD 5 7 IP GLOB X UNIF 0.000 -0.057 0.000 0.000 ADS LOAD 6 7 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 ADS LOAD 7 8 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 ADS LOAD 8 9 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 ADS LOAD 11 9 IP GLOB X UNIF 0.000 0.057 0.000 0.000 ADS LOAD 11 13 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 ADS LOAD 15 13 IP GLOB X UNIF 0.000 0.057 0.000 0.000 ADS LOAD 1 3 IS GLOB X UNIF 0.000 0.057 0.000 0.000 ADS LOAD 3 5 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 ADS LOAD 5 7 IS GLOB X UNIF 0.000 0.057 0.000 0.000 ADS LOAD 6 7 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 ADS LOAD 7 8 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 ADS LOAD 8 9 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 ADS LOAD 11 9 IS GLOB X UNIF 0.000 -0.057 0.000 0.000 ADS LOAD 11 13 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 ADS LOAD 15 13 IS GLOB X UNIF 0.000 -0.05.7 0.000 0.000 ADS LOAD 3 5 EQ GLOB X CONC 0.000 2.650 0.000 0.000 ADS LOAD 13 11 EQ GLOB X CONC 0.000 2.650 0.000 0.000 ADS LOAD 7 8 EQ GLOB X CONC 0.000 0.980 0.000 0.000 ADS LOAD* 9 8 EQ GLOB X CONC 0.000 0.980 0.000 0.000 ADS END s �r North Valley - Frame a 4,5,6 BSP 08-03-09 1 174113 JOINT DATA JOINT X-COORD Y-COORD DEGREE -OF -FREEDOM OUT -OF -PLANE DOF NUMBER ft. ft. FIXITY FIXITY X Y Mz z Mx 1 12.580 0.000 1 1 0 1 2 0'.000 8.250 0 0 0 1 3 13.210 10.730 0 0 0 1 5 35.000 16.000 .0 0 0 1 6 31.000 23.340 0 0 0 1 7 35.000 23.720 0 0 0 1 8 49.000 27.220 0 0 0 1 9 63.000 23.720 0 0 0 1 11 63.000 16.000 0 0 0 1 13 84.790 10.730 0 0 0 1 14 98.000 8.250 0 0 0 1 15 85.420 0.000 1 1 0 1 16 4.500 0.000 1 1 0 1 17 4.500 9.130 0 0 0 1 18 93.500 0.000 1 1 0 1 19 93.500 9.130 0 0 0 1 (0 = FREE 1 = FIXED) (A,B,C = ELASTIC, A=Soft, B -Medium, C -Hard) North Valley - Frame Q 4,5,6 BSP 08-03-09 2 174113 MEMBER DATA MEMBER RELEASES RELEASES YIELD NUM MEMBER at START at END STRESS (START -END) TYPE X Y Mz X Y Mz ksi 16 - 17 Lean -Col 0 0 0 0 0 1 46.0 2- 17 Beam -MUT 0 0 0 0 0 0 55.0 17 - 3 Beam-MNT 0 0 0 0 0 1 55.0 1- 3 Beam -Col 0 0 0 0 0 0 55.0 3- 5 Beam-MNT 0 0 0 0 0 0 55.0 5- 7 Beam-MNT 0 0 0 0 0 0 55.0 6- 7 Beam-MNT 0 0 0 0 0 0 55.0 7- 8 Beam-MNT 0 0 0 0 0 0 55.0 8- 9 Beam-MNT 0 0 0 0 0 0 55.0 11 - 9 Beam-MNT 0 0 0 0 0 0 55.0 11 - 13 Beam-MNT 0 0 0 0 0 0 55.0 15 - 13 Beam -Col 0 0 0 0 0 0 55.0 13 - 19 Beam-MNT 0 0 1 0 0 0 55.0 19 - 14 Beam-MNT 0 0 0 0 0 0 55.0 18 - 19 Lean -Col 0 0 0 0 0 1 46.0 ( 1 = RELEASE 0 = NO RELEASE ) Memb-Typ Description Notional Load EI EA -------- Beam-Col ----------- ------------- Beam Col Yes ----- O.8EI ----- 0.8EA Lean -Col Lean -on -Col Yes EI EA Beam-MNT Beam w/end moment No 0.8EI EA Beam -SMP Simple beam No EI EA Bracing Bracing member No EI 0.8EA 08-03-09 2 174113 • North Valley - Frame @ 4,5,6 BSP 08-03-09 3 174113 LOADS -------------------------- APPLIED TO STRUCTURE START END GROUP SYSTEM DIR. TYPE DIST. to LOAD INT. LOAD FINAL INT. LOAD ID. JOINT JOINT LOAD kips,klf LENGTH --------------------------------- ft in -kips ft 17 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 2 17 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 2 17 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 2 17 WLL MEMB Y UNIF 0.000 0.350 0.000 0.000 2 17 WLR MEMB Y UNIF 0.000 0.472 0.000 0.000 17 3 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 17 3 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 17 3 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 17 3 WLL MEMB Y UNIF 0:000 0.350 0.000 0.000 17 3 WLR MEMB Y UNIF 0.000 0.472 0.000 0.000 1 3 WLL GLOB X UNIF 0.000 0.151 0.000 0.000 1 3 WLR GLOB X UNIF 0.000 -0.118 0.000 0.000 1 3 IP GLOB X UNIF 0.000 -0.057 0.000 0.000 1 3 IS GLOB X UNIF 0.000 0.057 0.000 0.000 3 5 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 3 5 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 3 5 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 3 5 WLL MEMB Y UNIF 0.000 0.217 0.000 0.000 3 5 WLR MEMB Y UNIF 0.000 0.137 0.000 0.000' 3 5 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 3 5 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 3 5 EQ GLOB X CONC 0.000 2.650 0.000 0.000 5 7 WLL GLOB X UNIF 0.000 0.151 0.000 0.000 5 7 WLR GLOB X UNIF 0.000 -0.118 0.000 0.000 5 7 IP GLOB X UNIF 0.000 -0.057 0.000 0.000 5 7 IS GLOB X UNIF 0.000 0.057 0.000 0.000 6 7 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 6 7 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 6 7 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 6 7 WLL MEMB Y UNIF 0.000 0.350 0.000 0.000 6 7 WLR MEMB Y UNIF 0.000 0.472 0.000 0.000 6 7 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 6 7 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 7 8 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 7 8 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 North Valley - Frame @ 4,5,6 SSP 08-03-09 4 174113 LOADS APPLIED TO STRUCTURE -------------------------- START END GROUP SYSTEM DIR. TYPE DIST.'to LOAD INT. LOAD FINAL INT. LOAD ID. JOINT JOINT LOAD kips,klf LENGTH -------------------------------------------------------------------------------------------------------------------- ft in -kips ft 7 8 LL GLOB Y UNIF 0.000 -0.240 0.000 O.OGO. 7 8 WLL MEMB Y UNIF 0.000 0.217 0.000 0.000 7 8 WLR MEMB Y UNIF 0.000 0.137 0.000 0.000 7 8 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 7 8 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 7 8 EQ GLOB X CONC 0.000 0.980 0.000 0.000 8 9 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 8 9 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 8 9 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 8 9 WLL MEMB Y UNIF 0.000 0.137 0.000 0.000 8 9 WLR MEMB Y UNIF 0.000 0.217 0.000 0.000 8 9 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 8 9 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 9 8 EQ GLOB X CONC 0.000 0.980 0.000 0.000 11 9 WLL GLOB X UNIF 0.000 0.118 0.000 0.000 11 9 WLR GLOB X UNIF 0.000 -0.151 0.000 0.000 11 9 IP GLOB X UNIF 0.000 0.057 0.000 0.000 11 9 IS GLOB X UNIF 0.000 -0.057 0.000 0.000 11 13 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 11 13 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 11 13 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 11 13 WLL MEMB Y UNIF 0.000 0.137 0.000 0.000 11 13 WLR MEMB Y UNIF 0.000 0.217 0.000 0.000 11 13 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 11 13 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 13 11 EQ GLOB X CONC 0.000 2.650 0.000 0.000 15 13 WLL GLOB X UNIF 0.000 0.118 0.000 0.000 15 13 WLR GLOB X UNIF 0.000 -0.151 0.000 0.000 15 13 IP GLOB X UNIF 0.000 0.057 0.000 0.000 15 13 IS GLOB X UNIF 0.000 -0.057 0.000 0.000 13 19 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 13 19 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 13 19 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 13 19 WLL MEMB Y UNIF 0.000 0.472 0.000 0.000 13 19 WLR MEMB Y UNIF 0.000 0.350 0.000 0.000 s' North Valley - Frame @ 4,5,6 BSP LOADS APPLIED TO STRUCTURE -------------------------- 08-03-09 5 174113 START END GROUP SYSTEM DIR. TYPE DIST. to LOAD INT. LOAD FINAL INT. LOAD ID. JOINT JOINT LOAD kips,klf LENGTH --------------------------------------------------------..----------------------------------------------------------=- ft in -kips ft 19 14 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 19 14 CL GLOB Y UNIF 0.000 -0.240 0.000 0.000 19 14 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 19 14 WLL MEMB Y UNIF 0.000 0.472 0.000 0.000 19 14 WLR MEMB Y UNIF 0.000 0.350 0.000 0.000 NO North Valley - Frame O 4,5,6 BSP LOAD COMBINATIONS ----------------- 08-03-09 6 174113 LCN LOAD CONDITION ALLOW LOADING GROUP 1 LOADING GROUP 2 LOADING GROUP 3 LOADING GROUP 4 NO. ------------------------------- Typ ------------------------------------------------------------------------------------- INCREASE PERCENT 5 or 9 PERCENT 6 or 10 PERCENT 7 or 11 PERCENT 8 or 12 1 ASD - DL+CLL+LL 1.00 100.00 DL 100.00 CL 100.00 LL 2 ASD - .6DL+WL1 1.00 60.00 DL 100.00 WLL 100.00 IP 3 ASD - .6DL+WR1 1.00 60.00 DL 100.00 WLR 100.00 IP 4 ASD - DL+CLL+.75(LL+WL2) 1.00 100.00 DL 100.00 CL 75.00 LL 75.00 WLL 75.00 IS 0.00 0.00 0.00 5 ASD - DL+CLL+.75(LL+WR2) 1.00 100.00 DL 100.00 CL 75.00 LL 75.00 WLR 75.00 IS 0.00 0.00 0.00 6 ASD - DL+CLL+WL2 1.00 100.00 DL 100.00 CL 100.00 WLL 100.00 IS 7 ASD - DL+CLL+WR2 1.00 100.00 DL 100.00 CL 100.00 WLR 100.00 IS 8 ASD - DC(1+.14SD)+.7EQL 1.00 107.00 DL 107.00 CL 70.00 EQ 9 ASD - DC(1+.14SD)+.7EQR 1.00 107.00 DL 107.00 CL -70.00 EQ North Valley - Frame @ 4,5,6 BSP 08-03-09 7 174113 GENERATED NOTIONAL LOADS ------------------------ Notional Loads for Load Comb. 1: ASD DL+CLL+LL Start End Coord Dir. Type Dist. to Load Int. JT ---------------------------------------------------- JT Sys. Load(ft) (kips) 16 17 GLOB X CONC 9.130 0.018 1 3 GLOB X CONC 10.748 0.079 15 13 GLOB X CONC 10.748 0.076 18 ---------------------------------------------------- 19 GLOB X CONC 9.130 0.018 Sum: 0.191 ( = or > 0.002 x 1.6Yi) Notional Loads for Load Comb. 2: ASD .6DL+WL1 Start End Coord Dir. Type Dist. to Load Int. JT JT Sys. Load(ft) (kips) ----=----------------------------------------------- 16 17 GLOB X CONC 9.130 0.010 1 3 GLOB X CONC 10.748 0.032 15 13 GLOB X CONC 10.748 0.021 18 19 GLOB X CONC 9.130 0.014 ---------------------------------------------------- Sum: 0.076 ( = or > 0.002 x 1.6Yi) Notional Loads for Load Comb. 3: ASD .6DL+WR1 Start End Coord Dir. Type Dist. to Load Int. JT JT Sys. Load(ft) (kips) ---------------------------------------------------- 16 17 GLOB X CONC 9.130 -.0.014 1 3 GLOB X CONC 10.748 -0.024 15 13 GLOB X CONC 10.748 -0.031 18 19 GLOB X CONC 9.130 -0.010 ---------------------------------------------------- Sum: -0.078 ( = or > 0.002 x 1.6Yi) -J North Valley - Frame a 4,5,6 BSP T GENERATED NOTIONAL LOADS ------------------------ Notional Loads for Load Comb. 4: ASD DL+CLL+.75(LL+WL2) 08-03-09 Start End Coord Dir. Type Dist. to Load Int. JT ---------------------------------------------------- JT Sys. Load(ft) (kips) 16 17 GLOB X CONC 9.130 0.007 1 3 GLOB X CONC 10.748 0.051 15 13 GLOB X CONC 10.748 0.056 18 ---------------------------------------------------- 19 GLOB X CONC 9.130 0.005 Sum: 0.119 ( = or > 0.002 x 1.6Yi) Notional Loads for Load Comb. 5: ASD DL+CLL+.75(LL+WR2) Start End Coord Dir. Type Dist. to Load Int. JT JT Sys. Load(ft) (kips) ---------------------------------------------------- 16 17 GLOB X CONC 9.130 -0.004 1 3 GLOB X CONC 10.748 -0.057 15 13 GLOB X CONC 10.748 -0.049 18 19 GLOB X CONC 9.130 -0.008 ---------------------------------------------------- Sum: -0.118 ( = or > 0.002 x 1.6Yi) Notional Loads for Load Comb. 6: ASD DL+CLL+WL2 Start End Coord Dir. Type Dist. to Load Int. JT JT Sys. Load(ft) (kips) ---------------------------------------------------- 16 17 GLOB X CONC 9.130 0.002 1 3 GLOB X CONC 10.748 0.019 15 13 GLOB x CONC 10.748 0.027 18 19 GLOB x CONC 9.130 0.005 ---------------------------------------------------- Sum: 0.053 ( = or > 0.002 x 1.6Yi) 8 174113 North Valley - Frame @ 4,5,6 BSP 08-03-09 9 174113 GENERATED NOTIONAL LOADS ------------------------ Notional Loads for Load Comb. 7: ASD DL+CLL+WR2 Start End Coord Dir. Type Dist. to Load Int. JT ---------------------------------------------------- JT Sys. Load(ft) (kips) 16 17 GLOB X CONC 9.130 -0.006 1 3 GLOB X CONC 10.748 -0.026 15 13 GLOB X CONC 10.748 -0.018 18 ---------------------------------------------------- 19 GLOB X CONC 9.130 -0.001 ----------------7----------------------------------- Sum: -0.051 ( = or > 0.002 x 1.6Yi) Notional Loads for Load Comb. 8: ASD DC(1+.14SD)+.7EQL Start End Coord Dir. Type Dist. to Load Int. JT JT Sys. Load(ft) (kips) ---------------------------------------------------- 16 17 GLOB X CONC 9.130 0.010 1 3 GLOB X CONC 10.748 0.043 15 13 GLOB X CONC 10.748 0.049 18 19 GLOB X CONC 9.130 0.011 ---------------------------------------------------- Sum: 0.114 ( = or > 0.002 x 1.6Yi) Notional Loads for Load Comb. 9: ASD DC(1+.14SD)+.7EQR Start End Coord Dir. Type Dist. to Load Int. JT JT Sys. Load(ft) (kips) ---------------------------------------------------- 16 17 GLOB X CONC 9.130 -0.010 1 3 GLOB X CONC 10.748 -0.051 15 13 GLOB X CONC 10.748 -0.041 18 19 GLOB X CONC 9.130 -0.011 ----------------7----------------------------------- Sum: -0.114 ( = or > 0.002 x 1.6Yi) -11 W .North Valley - Frame @ 4,5,6 BSP 08-03-09 10 174113 MODULE REVIEW DATA - SECTION ------------------ PROPERTIES CYCLE NUMBER 1 - MEMBER NO. 16 - 17 Out -of -Plane K = 1.000 In -Plane K = 1.000 . In -Plane L = 109.56 in In -Plane R = 2.37 in Section No. 1 Tube Dx = 6.000 in Dy = 6.000 in Wall Thickness = 0.188 in Analysis Dist Depth Area Ix Iy Rx Ry RTo RTi H/t Lubo Lubi Point (ft) (in) (in2) (in4) (in4) (in) (in) (in) (in) Ratio Qso Qsi Qa (ft) (ft) 16* 0.00 6.00 3.98 22.30 22.30 2.37 2.37 0.00 0.00 31.91 1.000 1.000 1.000 9.1 9.1 100 1.52 6.00 3.98 22.30 22.30 2.37 2.37 0.00 0.00 31.91 1.000 1.000 1.000 9.1 9.1 " 101 4.57 6.00 3.98 22.30 22.30 2.37 2.37 0.00 0.00 31.91 1.000 1.000 1.000 9.1 9.1 102 7.61 6.00 3.98 22.30 22.30 2.37 2.37 0.00 0.00 31.91 1.000 1.000 1.000 9.1 9.1 17* 9.13 6.00 3.98 22.30 22.30 2.37 2.37 0.00 0.00 31.91 1.000 1.000 1.000 9.1 9.1 MEMBER NO. 2- 17 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 55.02 in In -Plane R = 4.54 in Section No. 1 Outer Flange = 6.000 x0.250 Web =0.135 Inner Flange = 6.000 x0.250 Section No. 2 Outer Flange = 6.000 x0.250 Web =0.135 Inner Flange = 6.000 x0.250 2* 0.00 6.00 3.74 26.68 9.00 2.67 1.55 1.60 1.60 40.74 0.986 0.986 0.982 4.6 4.6 103 1.00 9.00 4.15 64.35 9.00 3.94 1.47 1.60 1.60 62.96 0.937 0.937 1.000 4.6 4.6 104* 2.00 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 1.000 4.6 4.6 104* 2.00 12.00 4.55 120.67 9..00 5.15 1.41 1.60 1.60 85.19 0.923 0.923 1.000 4.6 4.6 105 3.29 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.923 0.923 1.000 4.6 4.6 17* 4.59 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.923 0.923 1.000 4.6 4.6 MEMBER NO. 17- 3 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 106.27 in In -Plane R = 5.15 in Section No. 1 Outer Flange = 6.000 x0.250 Web =0.135 Inner Flange = 6.000 x0.250 17* 0.00 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 0.822 2.0 2.0 106 1.48 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 0.822 2.0 2.0 107 4.43 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 0.826 4.0 6.9 108 7.38 12.00 4.55 120.67 .9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 1.000 2.9 6.9 3* 8.86 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 1.000 2.9 6.9 • North Valley - Frame @ 4,5,6 BSP 08-03-09 11 174113 MODULE REVIEW DATA - SECTION PROPERTIES CYCLE NUMBER 1 ------------------ MEMBER NO. 1 - 3 Out -of -Plane K = 1.000 In -Plane K = 1.500 In -Plane L = 128.98 in In -Plane R = 7.67 in Section No. 1 Outer Flange = 8.000 x0.375 Web =0.188 Inner Flange = 8.000 x0.375 Analysis Dist Depth Area Ix Iy Rx Ry RTo RTi H/t Lubo Lubi Point (ft) (in) (in2) (in4) (in4) (in) (in) (in) (in) Ratio Qso Qsi Qa (ft) (ft) 1* 0.00 12.00 8.11 225.09 32.01 5.27 1.99 2.13 2.13 59.84 0.995 0.995 0.932 10.7 10.7 109 1.79 14.00 8.49 314.98 32.01 6.09 1.94 2.13 2.13 70.48 0.978 0.978 0.897 10.7 10.7 110 5.37 18.00 9.24 546.45 32.01 7.69 1.86 2.13 2.13 91.76 0.948 0.948 0.833 10.7 10.7 ill 8.96 22.00 9.99 851.86 32.01 9.23 1.79 2.13 2.13 113.03 0.923 0.923 0.774 10.7 10.7 3* 10.75 24.00 10.37 1034.18 32.01 9.99 1.76 2.13 2.13 123.67 0.912 0.912 0.747 10.7 10.7 MEMBER NO. 3- 5 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 269.02 in In -Plane R = 9.99 in Section No. 1 Outer Flange = 8.000 x0.375 Web =0.188 Inner Flange = 8.000 x0.375 3* 0.00 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.723 4.0 4.0 112 1.87 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.723 4.0 4.0 113 5.60 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.726 5.0 10.0 114 9.34 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.726 5.0 10.0 115 13.08 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.726 5.0 10.0 116 16.81 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.726 5.0 5.0 117 20.55 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.723 3.4 3.4 5* 22.42 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.723 3.4 3.4 MEMBER NO. 5- 7 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 92.64 in In -Plane R = 9.99 in Section No. 1 Outer Flange = 8.000 x0.375 Web =0.188 Inner Flange = 8.000 x0.375 5* 0.00 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.735 7.7 7.7 118 1.93 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.735 7.7 7.7 119 5.79 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.735 7.7 7.7 7* 7.72 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.735 7.7 7.7 North Valley - Frame @ 4,5,6 BSP 08-03-09 12 174113 MODULE REVIEW DATA - SECTION ------------------ PROPERTIES CYCLE NUMBER 1 MEMBER NO. 6 - 7 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 48.22 in In -Plane R = 4.62 in Section No. 1 Outer Flange = 8.000 x0.375 Web =0.188 Inner Flange = 8.000 x0.375 Analysis Dist Depth Area Ix Iy Rx Ry RTo RTi H/t Lubo Lubi Point (ft) (in) (int) (in4) (in4) (in) (in) (in) (in) Ratio Qso Qsi Qa (ft) (ft) 6* 0.00 6.00 6.99 49.80 32.00 2.67 2.14 2.20 2.20 27.93 1.000 1.000 1.000 4.0 4.0 120 1.00 8.25 7.41 99.70 32.00 3.67 2.08 2.20 2.20 39.89 1.000 1.000 1.000 4.0 4.0 121 3.01 12.75 8.26 256.85 32.01 5.58 1.97 2.20 2.20 63.83 0.988 0.988 1.000 4.0 4.0 7* 4.02 15.00 8.68 366.24 32.01 6.50 1.92 2.20 2.20 75.80 0.970 0.970 1.000 4.0 4.0 MEMBER NO. 7- 8 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 173.17 in In -Plane R = 9.99 in Section No. 1 Outer Flange = 8.000 x0.375 Web =0.188 Inner Flange = 8.000 x0.375 7* 0.00 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.726 5.0 5.0 122 1.80 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.726 5.0 5.0 123 5.41 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.723 4.0 8.0 124 9.02 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.723 4.0 8.0 125 12.63 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.723 4.0 8.0 8* 14.43 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.721 1.4 1.4 MEMBER NO. 8- 9 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 173.17 in In -Plane R = 9.99 in Section No. .1 Outer Flange- 8.000 x0.375 Web =0.188 Inner Flange = 8.000 x0.375 8* 0.00 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.721 1.0 1.0 126 1.80 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.723 4.0 8.0 127 5.41 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.723 4.0 8.0 128 9.02 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.727 5.4 5.4 129 12.63 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.727 5.4 5.4 9* 14.43 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.727 5.4 5.4 MEMBER NO. 11- 9 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 92.64 in In -Plane R = 9.99 in Section No. 1 Outer Flange = 8.000 x0.375 Web =0.188 Inner Flange = 8.000 x0.375 11* 0.00 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.735 7.7 7.7 130 1.93 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.735 7.7 7.7 131 5.79 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.735 7.7 7.7 9* 7.72 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.735 7.7 7.7 North Valley - Frame @ 4;5,6 BSP 08-03-09 13 174113 - MODULE REVIEW DATA - SECTION ------------------ PROPERTIES CYCLE NUMBER 1 MEMBER NO. 11 - 13 Out-of-Plane.K = 1.000 In -Plane K = 1.000 In -Plane L = 269.02 in In -Plane R = 9.99 in Section No. 1 Outer Flange = 8.000 x0.375 Web =0.188 Inner Flange = 8.000 x0.375 Analysis Dist Depth Area Ix Iy Rx Ry RTo RTi H/t Lubo Lubi Point . (ft) (in) (in2) (in4) (in4) (in) (in) (in) (in) Ratio Qso Qsi Qa (ft) (ft) 11* 0.00 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.723 3.0 3.0 132 1.87 24.00, 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.723 3.0 3.0 133 5.60 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.726 5.0 5.0 134 9.34 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.726 5.0 10.0 135 13.08 24.00 10.37. 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.726 5.0 10.0 136 16.81 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.726 5.0 10.0 137 20.55 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.724 4.4 4.4 13* 22.42 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.724 4.4 4.4 MEMBER NO. 15- 13 Out -of -Plane K = 1.000 In -Plane K = 1.500 In -Plane L = 128.98 in In -Plane R = 7.67 in Section No. 1 Outer Flange = 8.000 x0.375 Web =0.188 Inner Flange = 8.000 x0.375 15* 0.00 12.00 8.11 225.09 32.01 5.27 1.99 2.13 2.13 59.84 0.995 0.995 0.932 10.7 10.7 138 1.79 14.00 8.49 314.98 32.01 6.09 1.94 2.13 2.13 70.48 0.978 0.978 0.897 10.7 10.7 139 5.37 18.00 9.24 546.45 32.01 7.69 1.86 2.13 2.13 91.76 0.948 0.948 0.833 10.7 10.7 140 8.96 22.00 9.99 851.86 32.01 9.23 1.79 2.13 2.13 113.03 0.923 0.923 0.774 10.7 10.7 13* 10.75 24.00 10.37 1034.18 32.01 9.99 1.76 2.13 2.13 123.67 0.912 0.912 0.747 .10.7 10.7 MEMBER NO. 13- 19, Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 106.27 in In -Plane R = 5.15 in Section No. 1 Outer Flange = 6.000 x0.250 Web =0.135 Inner Flange = 6.000 x0.250 13* 0.00 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 1.000 4.0 8.9 141 1.48 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 1.000 4.0 8.9 142 4.43 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 0.826 4.0 8.9 143 7.38 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1..60 85.19 0.899 0.899 0.826 4.0 8.9 19* 8.86 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 0.822 0.9 8.9 J North Valley - Frame Q 4,5,6 BSP 08-03-09 14 174113 MODULE REVIEW DATA - SECTION ------------------ PROPERTIES CYCLE NUMBER 1 MEMBER NO. 19 - 14 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 55.02 in In -Plane R = 4.54 in Section No. 1 Outer Flange = 6.000 x0.250 Web =0.135 Inner Flange = 6.000 x0.250 Section No. 2 Outer Flange = 6.000 x0.250 Web =0.135 Inner Flange = 6.000 x0.250 Analysis Dist Depth Area Ix Iy Rx Ry RTo RTi H/t Lubo Lubi Point (ft) (in) (in2) (in4) (in4) (in) (in) (in) (in) Ratio Qso Qsi Qa (ft) (ft) 19* 0.00 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 1.000 4.6 4.6 144 1.29 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 1.000 4.6 4.6 145* 2.59 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 1.000 4.6 4.6 145* 2.59 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 1.000 4.6 4.6 146 3.59 9.00 4.15 64.35 9.00 3.94 1.47 1.60 1.60 62.96 0.937 0.937 1.000 4.6 4.6 14* 4.59 6.00 3.74 26.68 9.00 2.67 1.55 1.60 1.60 40.74 0.986 0.986 0.982 4.6 4.6 MEMBER NO. 18- 19 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 109.56 in In -Plane R = 2.37 in Section No. 1 Tube Dx = 6.000 in Dy = 6.000 in Wall Thickness = 0.188 in 18* 0.00 6.00 3.98 22.30 22.30 2.37 2.37 0.00 0.00 31.91 1.000 1.000 1.000 9.1 9.1 147 1.52 6.00 3.98 22.30 22.30 2.37 2.37 0.00 0.00 31.91 1.000 1.000 1.000 9.1 9.1 148 4.57 6.00 3.98 22.30 22.30 2.37 2.37 0.00 0.00 31.91 1.000 1.000 1.000 9.1 9.1 149 7.61 6.00 3.98 22.30 22.30 2.37 2.37 0.00 0.00 31.91 1.000 1.000 1.000 9.1 9.1 19* 9.13 6.00 3.98 22.30 22.30 2.37 2.37 0.00 0.00 31.91 1.000 1.000 1.000 9.1 9.1 North Valley - Frame @ 4,5,6 BSP SPLICE SUMMARY -------------- s 08-03-09 15 174113 LCN Comb Load Conditions Analysis Moment Thrust Shear Out -of -Plane Out -of -plane No. -------------------------------------------------------------------------------------------------------- Typ Point in -kips kips kips Moment(in-kip) Shear(kip) 1 ASD DL+CLL+LL 16 -0.06 5.51 0.00 0.00 0.00 2 ASD .6DL+WL1 16 -0.06 -3.02 0.00 0.00 0.00 3 ASD .6DL+WRl 16 0.06 -4.28 0.00 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 16 -0.06 2.17 0.00 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 16 0.06 1.22 0.00 0.00 0.00 6 ASD DL+CLL+WL2 16 0.06 -0.57 0.00 0.00 0.00 7 ASD DL+CLL+WR2 16 -0.06 -1.83 0.00 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 16 0.06 3.28 0.00 0.00 0.00 9•ASD DC(1+.14SD)+.7EQR 16 0.06 3.27 0.00 0.00 0.00 1 ASD DL+CLL+LL 17 -0.06 5.51 -0.01 0.00 0.00 2 ASD .6DL+WL1 17 -0.06 -3.02 -0.01 0.00 0.00 3 ASD .6DL+WR1 17 0.06 -4.28 0.01 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 17 -0.06 2.17 0.00 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 17 0.06 1.22 0.00 0.00 0.00 6 ASD DL+CLL+WL2 17 0.06 -0.57 0.00 0.00 0.00 7 ASD DL+CLL+WR2 17 -0.06 -1.83 0.00 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 17 0.06 3.28 -0.01 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 17 0.06 3.27 0.01 0.00 0.00 1 ASD DL+CLL+LL 3 0.06 -0.32 -1.72 0.00 0.00 2 ASD .6DL+WL1 3 -0.06 -0.71 0.94 0.00 0.00 3 ASD .6DL+WR1 3 -0.06 -0.94 1.33 0.00 0.00 4 -ASD DL+CLL+.75(LL+WL2) 3 0.06 -0.79 -0.68 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 3 0.06 -0.97 -0.38 0.00 0.00 6 ASD DL+CLL+WL2 3- -0.06 -0.85 0.18. 0.00 0.00 7 ASD DL+CLL+WR2 3 -0.06 -1.08 0.57 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 3 0.06 -0.17 -1.02 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 3 0.06 -0.22 -1.02 0.00 0.00 W. -J North Valley - Frame Q 4,5,6 BSP 08-03-09 16 174113 SPLICE SUMMARY -------------- LCN Comb Load Conditions Analysis Moment Thrust Shear Out -of -Plane Out -of -plane No. -------------------------------------------------------------------------------------------------------- Typ Point in -kips kips kips Moment(in-kip) Shear(kip) 1 ASD DL+CLL+LL 1 -0.06 24.01 -13.61 0.00 0.00 2 ASD .6DL+WL1 1 0.06 -9.60 5.28 0.00 0.00 3 ASD .6DL+WR1 1 0.06 -7.32 1.04 0.00 .0.00 4 -ASD DL+CLL+.75(LL+WL2) 1 -0.06 15.52 -8.03 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 1 -0.06 17.27 -11.38 0.00 0.00 6 ASD DL+CLL+WL2 1 -0.06 5.57 -2.18 0.00 0.00 7 ASD DL+CLL+WR2 1 -0.06 7.87 -6.50 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 1 -0.06 13.11 -5.44 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 1 -0.06 15.46 -10.68 0.00 0.00 1 ASD DL+CLL+LL 3 -1738.59 24.01 -13.39 0.00 0.00 2 ASD .6DL+WL1 3 618.39 -9.54 4.29 0.00 0.00 3 ASD .6DL+WR1 3 256.31 -7.43 2.95 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 3 -1136.49 15.62 -9.62 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2). 3 -1426.87 17.24 -10.70 0.00 0.00 6 ASD DL+CLL+WL2 3 -423.85 5.71 -4.41 0.00 0.00 7 ASD DL+CLL+WR2 3 -794.31 7.83 -5.79 0.00 0.00 8 -ASD DC(1+.14SD)+.7EQL 3 -697.75 13.11 -5.41 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 3 -1369.62 15.46 -10.52 0.00 0.00 1 ASD DL+CLL+LL 5 1388.14 16.62 5.64 0.00 0.00 2 ASD .6DL+WL1 5 -580.37 -7.85 -2.20 0.00 0.00 3 ASD .6DL+WR1 5 -637.93 -6.13 -1.86 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 5 928.86 10.45 3.75 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 5 875.91 11.74 3.96 0.00 0.00 6 ASD DL+CLL+WL2 5 365.11 3.47 1.45 0.00 0.00 7 ASD DL+CLL+WR2 5 302.36 5.19 1.70 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 5 930.42 8.95 2.52 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 5 706.30 10.77 4.19 0.00 0.00 North Valley - Frame Q 4,5,6 BSP SPLICE SUMMARY -------------- 08-03-09 17 174113 LCN Comb Load Conditions Analysis Moment Thrust Shear Out -of -Plane Out -of -plane No. -----------------------------------------------------------------------7-------------------------------- Typ Point in -kips kips kips Moment(in-kip) Shear(kip) 1 ASD DL+CLL+LL 7 13.15 9.32 -14.85 0.00 0.00 2 ASD .6DL+WL1 7 47.32 -3.85 6.43 0.00 0.00 3 ASD .6DL+WR1 7 -63.46 -3.21 6.90 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 7 13.41 6.07 -10.49 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 7 -78.95 6.57 -10.13 0.00 0.00 6 ASD DL+CLL+WL2 7 9.96 2.22 -4.64 0.00 0.00 7 ASD DL+CLL+WR2 7 -105.66 2.86 -4.17 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 7 178.44 4.53 -8.12 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 7 -171.91 6.58 -9.48 0.00 0.00 1 ASD DL+CLL+LL 7 -52.05 -0.21 -2.16 0.00 0.00 2 ASD .6DL+WL1 7 33.64 -0.02 1.40 0.00 0.00 3 ASD .6DL+WR1 7 45.45 -0.02 1.89 0.00 0.00 4 -ASD DL+CLL+.75(LL+WL2) 7 -25.01 -0.18 -1.04 .0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 7 -16.15 -0.18 -0.67 0.00 0.00 6 ASD DL+CLL+WL2 7 -0.55 -0.11 -0.02 0.00 0.00 7 ASD DL+CLL+WR2 7 11.25 -0.11 0.47 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 7 -30.93 -0.12 -1.28 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 7 -30.95 -0.12 -1.28 0.00 0.00 1 ASD. DL+CLL+LL 8 -119.21 14.25 -4.24 0.00 0.00 2 ASD .6DL+WL1 8 212.11 -7.18 2.31 0.00 0.00 3 ASD .6DL+WR1 8 221.15 -7.41 2.37 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 8 -39.44 9.63 -2.66 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 8 -32.64 9.47 -2.57 0.00 0.00 6 ASD DL+CLL+WL2 8 22.48 3.87 -0.87 0.00 0.00 7 ASD DL+CLL+WR2 8 31.50 3.65 -0.80 0.00 0.00 8 -ASD DC(1+.14SD)+.7EQL 8 -70.58 8.20 -3.51 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 8 -70.85 8.70 -1.48 0.00 0.00 tk% North Valley - Frame @ 4,5,6 BSP 08-03-09 18 174113 SPLICE SUMMARY -------------- LCN Comb Load Conditions Analysis Moment Thrust Shear Out -of -Plane Out -of -plane No. -------------------------------------------------------------------------------------------------------- Typ Point in -kips kips kips Moment(in-kip) Shear(kip) 1 ASD DL+CLL+LL 8 -119.21 14.56 2.95 0.00 0.00 2 ASD .6DL+WL1 8 212.11 -7.43 -1.33 0.00 0.00 3 ASD .6DL+WR1 8 221.15 -7.65 -1.40 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 8 -39.44 9.74 2.18 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 8 -32.67 9.56 2.19 0.00 0.00 6 ASD DL+CLL+WL2 8 22.48 3.82 1.05 0.00 0.00 7 ASD DL+CLL+WR2 8 31.51 3.60 1.02 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 8 -70.58 8.87 0.75 0.00 0.00 9 -ASD DC(1+.14SD)+.7EQR 8 -70.85 8.38 2.78 0.00 0.00 1 ASD DL+CLL+LL 9 261.14 8.43 14.83 0.00 0.00 2 ASD .6DL+WL1 9 -152.07 -2.36 -6.86 0.00 0.00 3 ASD .6DL+WR1 9 -249.77 -3.48 -6.82 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 9 168.02 6.32 10.19 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 9 85.69 5.44 10.23 0.00 0.00 6 ASD DL+CLL+WL2 9 59.08 3.11 4.24 0.00 0.00 7 ASD DL+CLL+WR2 9 -43.28 1.98 4.29 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 9 328.47 6.02 9.47 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 9 -22.08 3.98 8.12 0.00 0.00 1 ASD DL+CLL+LL 13 -1771.53 19.26 -16.52 0.00 0.00 2 ASD .6DL+WL1 13 255.81 -5.59 4.11 0.00 0.00 3 ASD .6DL+WR1 13 667.44 -7.82 6.55 0.00 0.00 4. ASD DL+CLL+.75(LL+WL2) 13 -1438.38 14.27 -12.79 0.00 0.00 . 5 ASD DL+CLL+.75(LL+WR2) 13 -1110.16 12.58 -10.97 0.00 0.00 6 ASD DL+CLL+WL2 13 -802.26 6.90 -6.66 0.00 0.00 7 ASD DL+CLL+WR2 13 -381.62 4.66 -4.25 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 13 -1377.22 14.13 -10.16 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 13 -705.91 8.71 -9.42 0.00 0.00 • North Valley - Frame Q 4,5,6 BSP SPLICE SUMMARY -------------- 08-03-09 19 174113 LCN Comb Load Conditions Analysis Moment Thrust Shear Out -of -Plane Out -of -plane No. -------------------------------------------------------------------------------------------------------- Typ Point in -kips kips kips Moment(in-kip) Shear(kip) 1 ASD DL+CLL+LL 15 0.06 23.09 13.86 0.00 0.00 2 ASD .6DL+WL1 15 -0.06 -6.46 -1.04 0.00 0.00 3 ASD .6DL+WR1 15 -0.06 -9.26 -5.66 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 15 0.06 16.97 11.47 0.00 0.00 5.ASD DL+CLL+.75(LL+WR2) 15 0.06 14.83 7.82 0.00 0.00 6 ASD DL+CLL+WL2 15 0.06 8.08 6.57 0.00 0.00 7 ASD DL+CLL+WR2 15 0.06 5.27 1.85 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 15 0.06 14.86 10.74 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 15 0.06 12.50 5.50 0.00 0.00 1 ASD DL+CLL+LL 13 1771.53 23.08 13.55 0.00 0.00 2 ASD .6DL+WL1 13 -255.81 -6.57 -2.94 0.00 0.00 3 ASD .6DL+WR1 13 -667.44 -9.20 -4.67 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 13 1438.38 16.94 10.79 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 13 1110.16 14.93 9.42 0.00 0.00 6 ASD DL+CLL+WL2 13 802.26 8.04 5.85 0.00 0.00 7 ASD DL+CLL+WR2 13 381.62 5.40 4.08 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 13 1377.22 14.86 10.58 0.00 0.00 9.ASD DC(1+.14SD)+.7EQR 13 705.91 12.50 5.47 0.00 0.00 1 ASD DL+CLL+LL 13 0.06 -0.36 1.68 0.00 0.00 2 ASD .6DL+WL1 13 -0.06 -0.95 -1.34 0.00 0.00 3 ASD .6DL+WR1 13 -0.06 -0.71 -0.94 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 13 0.06 -0.97 0.34 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 13 0.06 -0.78 0.63 0.00 0.00 6 ASD DL+CLL+WL2 13 -0.06 -1.07 -0.62 0.00 0.00 7 ASD DL+CLL+WR2 13 -0.06 -0.84 -0.22 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 13 0.06 -0.22 0.97 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 13 0.06 -0.16 0.97 0.00 0.00 eco W North Valley - Frame Q 4,5,6 BSP 08-03-09 20 174113 SPLICE SUMMARY -------------- LCN Comb Load Conditions Analysis Moment Thrust Shear Out -of -Plane Out -of -plane No. -------------------------------------------------------------------------------------------------------- Typ Point in -kips kips kips Moment(in-kip) Shear(kip) 1_ASD DL+CLL+LL 18 -0.06 5.73 0.00 0.00 0.00 2 ASD .6DL+WL1 18 0.06 -4.28 0.00 0.00 0.00 3 ASD .6DL+WR1 18 0.06 -3.02 0.00 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 18 -0.06 1.45 0.00 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 18 0.06 2.40 0.00 0.00 0.00 6 ASD DL+CLL+WL2 18 0.06 -1.60 0.00 0.00 0.00 7 ASD DL+CLL+WR2 18 -0.06 -0.34 0.00 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 18 -0.06 3.51 0.00 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 18 -0.06 3.52 0.00 0.00 0.00 1 ASD DL+CLL+LL 19 -0.06 5.73 -0.01 0.00 0.00 2 ASD .6DL+WL1 19 0.06 -4.28 -0.01 0.00 0.00 3 ASD .6DL+WR1 19 0.06 -3.02 0.01 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 19 -0.06 1.45 0.00 0.00 0.00 5,ASD DL+CLL+.75(LL+WR2) 19 0.06 2.40 0.01 0.00 0.00 6 ASD DL+CLL+WL2 19 0.06 -1.60 0.00 0.00 0.00 7 ASD DL+CLL+WR2 19 -0.06 -0.34 0.00 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 19 -0.06 3.51 -0.01 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 19 -0.06 3.52 0.01 0.00 0.00 s North Valley - Frame @ 4,5,6 BSP 08-03-09 MODULE REVIEW DATA - DESIGN SUMMARY -------------- FRAME REACTIONS - Load Condition 1: ASD DL+CLL+LL Vertical Horizontal Moment -- Out of Plane -- Joint Reaction Reaction Reaction Reaction Moment Number ------ (kips) -------- (kips) --------- (in -kip) -------- (kips) -------- (in -kip) ------ 1 23_.182 14.801 0.000 0.000 0.000 15 22.250 -14.940 0.000 0.000 0.000 16 5.505 -0.017 0.000 0.000 0.000 18 5.729 -------- 0.036 --------- 0.000 0.000 0.000 SUM 56.666 -0.120 -------- 21 174113 CYCLE 1 DO V1 �1 T, North Valley - Frame Q 4,5,6 BSP 08-03-09 MODULE REVIEW DATA - DESIGN SUMMARY -------------- FRAME REACTIONS - Load Condition 2: ASD .6DL+WL1 Vertical Horizontal Moment -- Out of Plane -- Joint Reaction Reaction Reaction Reaction Moment Number ------ (kips) -------- (kips) --------- (in -kip) -------- (kips) -------- (in -kip) ------ 1 -9.270 -5.863 0.000 0.000 0.000 15 -6.389 1.412 0.000 0.000 0.000 16 -3.017 -0.004 0.000 0.000 0.000 18 -4.283 -0.007 0.000 0.000 0.000 SUM -------- -22.960 --------- -4.462 -------- 22 174113 CYCLE 1 �1, North Valley - Frame a 4,5,6 BSP 08-03-09 MODULE REVIEW DATA - DESIGN SUMMARY -------------- FRAME REACTIONS - Load Condition 3: ASD 6DL+WR1 Moment Vertical Horizontal Joint Reaction Reaction Number ------ (kips) --------- (kips) --------- 1 -7.243 -1.451 15 -8.905 6.241 16 -4.282 0.017 18 -3.019 0.011 SUM -------- -23.448 --------- 4.819 6DL+WR1 Moment -- Out of Plane -- Reaction Reaction Moment (in -kip) -------- (kips) -------- (in -kip) ------ 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 23 174113 CYCLE 1 • O'e North Valley - Frame Q 4,5,6 BSP 08-03-09 MODULE REVIEW DATA - DESIGN SUMMARY -------------- FRAME REACTIONS - Load Condition 4: ASD DL+CLL+.75(LL+WL2) Vertical Horizontal Moment -- Out of Plane -- Joint Reaction Reaction Reaction Reaction Moment Number ------ (kips) -------- (kips) --------- (in -kip) -------- (kips) -------- (in -kip) ------ 1 15.022 8.855 0.000 0.000 0.000 15 16.278 -12.280 0.000 0.000 0.000 16 2.173 -0.002 0.000 0.000 0.000 18 1.452 0.009 0.000 0.000 0.000 SUM -------- 34.925 --------- -3.418 -------- 24 174113 CYCLE 1 s North Valley - Frame @ 4,5,6 BSP 08-03-09 25 174113 MODULE REVIEW DATA - DESIGN SUMMARY -------------- CYCLE 1 FRAME REACTIONS - Load Condition 5: ASD DL+CLL+.75(LL+WR2) Vertical Horizontal Moment -- Out of Plane -- Joint Reaction Reaction Reaction Reaction Moment Number ------ (kips) -------- (kips) --------- (in -kip) -------- (kips) -------- (in -kip) ------ 1 16.582 12.221 0.000 0.000 0.000 15 14.352 -8.600 0.000 0.000 0.000 16 1.222 -0.007 0.000- 0.000 0.000 18 2.403 -------- 0.005 0.000 0.000 0.000 SUM 34.559 --------- 3.619 -------- C • r-\ T North Valley - Frame Q 4,5,6 BSP 08-03-09 MODULE REVIEW DATA - DESIGN SUMMARY FRAME REACTIONS - Load Condition 6: ASD DL+CLL+WL2 Vertical Horizontal Moment -- Out of Plane -- Joint Reaction Reaction Reaction Reaction Moment Number ------ (kips) -------- (kips) --------- (in -kip) -------- (kips) -------- (in -kip) ------ 1 5.437 2.495 0.000 0.000 0.000 15 7.680 -6.978 0.000 0.000 0.000 16 -0.570 0.000 0.000 0.000 0.000 18 -1..604 -0.007 0.000 0.000 0.000 SUM -------- 10.943 --------- -4.490 -------- 26 174113 CYCLE 1 North Valley - Frame a 4,5,6 BSP 08-03-09 MODULE REVIEW DATA - DESIGN SUMMARY -------------- FRAME REACTIONS - Load Condition 7: ASD DL+CLL+WR2 (kips) -------- Vertical Horizontal Moment Joint Reaction Reaction Reaction Number ------ (kips) -------- (kips) --------- (in -kip) -------- 1 7.477 6.902 0.000 15 5.151 -2.153 0.000 16 -1.835 0.009 0.000 18 -0.339 0.000 0.000 SUM -------- 10.455 --------- 4.758 -------- -- Out of Plane -- Reaction Moment (kips) -------- (in -kip) ------ 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 27 174113 CYCLE 1 n North Valley - Frame m 4,5,6 BSP 08-03-09 MODULE REVIEW DATA - DESIGN -------------- SUMMARY FRAME REACTIONS - Load Condition 8: ASD DC(1+.14SD)+.7EQL Vertical, Horizontal Moment -- Out of Plane -- Joint Reaction Reaction Reaction Reaction Moment Number ------ (kips) -------- '(kips) --------- (in -kip) -------- (kips) -------- (in -kip) ------ 1 12.767 6.212 0.000 0.000 0.000 15 14.215 -11.411 0.000 0.000 0.000 16 3.277 0.013 0.000 0.000 0.000 18 3.513 0.033 0.000 0.000 0.000 SUM -------- 33.772 --------- -5.153 -------- 28 174113 CYCLE 1 0. & North Valley - Frame Q 4,5,6 BSP 08-03-09 29 174113 MODULE REVIEW DATA - DESIGN -------------- SUMMARY CYCLE 1 FRAME REACTIONS - Load Condition 9: ASD DC(1+.14SD)+.7EQR Vertical Horizontal Moment -- Out of Plane -- Joint Reaction Reaction Reaction Reaction Moment Number ------ (kips) -------- (kips) --------- (in -kip) -------- (kips) -------- (in -kip) ------ 1 14.822 11.405 0.000 0.000 0.000 15 12.160 -6.220 0.000 0.000 0.000 16 3.268 -0.025 0.000• 0.000 0.000 18 3.523 -0.008 0.000 0.000 0.000 SUM -------- 33.772 --------- 5.153 -------- s w North Valley - Frame Q 4,5,6 BSP 08-03-09 30 174113 MODULE REVIEW DATA - DESIGN SUMMARY CYCLE 1 -------------- -------------------------------------------------------------------------------------------------------------- Lean-Col 16-17 Length 9.13 ft Angle of Member 90.00 deg Tube section Weight 124. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 9.13 46.0 3 3.04 ft 6.00 in 6.00 in 6.000 Width x0.188 Thk. 0.029 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 5.51 -0.06 94.92 222.96 0.06 0.00 0.00 -0.01 31.42 1 -------------------------------------------------------------------------------------------------------------- Beam-MNT 2-17 Length 4.59 ft Angle of Member 11.06 deg Built-up section Weight 68. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 2.00 55.0 1 2.00 ft 6.00 in 12.00 in 6.000 X0.2500 0.1350 6.000 X0.2500 0.021 1 2 2.59 50.0 1 2.59 ft 12.00 in 12.00 in 6.000 X0.2500 0.1350 6.000 X0.2500 0.116 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 -0.21 -12.71 149.93 625.11 0.00 0.02 0.06 -1.06 17.56 1 2- -------------------------------------------------------------------------------------------------------------- -0.48 -66.84 136.30 584.15 0.00 0.11 0.14 -2.43 17.56 1 • North Valley - Frame @ 4,5,6 BSP Cj 08-03-09 31 174113 MODULE REVIEW DATA - DESIGN SUMMARY CYCLE 1 -------------- Beam-MNT 17- 3 Length 8.86 ft Angle of Member 10.41 deg Built-up section Weight 137. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 8.86 55.0 3 2.95 ft 12.00 in 12.00 in 6.000 X0.2500 0.1350 6.000 X0.2500 0.109 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 0.54 -66.84 108.00 625.11. 0.01 0.11 0.17 2.98 17.56 1 -------------------------------------------------------------------------------------------------------------- Beam-Col 1- 3 Length 10.75 ft Angle of Member 86.64 deg Built-up section Weight 338. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 10.75 55.0 3 3.58 ft 12.00 in 24.00 in 8.000 X0.3750 0.1880 8.000 X0.3750 0.723 1 (Controlling Actions) . <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 24.01 -1738.59 -------------------------------------------------------------------------------------------------------------- 178.75 2637.94 0.13 0.66 0.58 -13.39 23.21 1 • N North Valley - Frame @ 4,5,6 BSP 08-03-09 32 174113 MODULE REVIEW DATA - DESIGN SUMMARY CYCLE 1 -------------- ------------------------------------------------------------------------------------------------------------ Beam-MNT 3- 5 Length 22.42 ft Angle of Member 13.60 deg Built-up section Weight 791. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No, (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 22.42 55.0 6 3.74 ft 24.00 in 24.00 in 8.000 X0.3750 0.1880 8.000 X0.3750 0.704 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 19.47 -1738.59 216.46 2637.94 0.09 0.66 0.75 17.43 23.21 1 -------------------------------------------------------------------------------------------------------------- Beam-MNT 5- 7 Length 7.72 ft Angle of Member 90.00 deg Built-up section Weight 272. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No, (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 7.72 55.0 2 3.86 ft 24.00 in 24.00 in 8.000 X0.3750 0.1880 8.000 X0.3750 0.549 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 9.32 1388.14 -------------------------------------------------------------------------------------------------------------- 196.93 2637.94 0.05 0.53 0.64 -14.85 23.21 1 • North Valley - Frame @ 4,5,6 BSP 08-03-09 33 174113 MODULE REVIEW DATA - DESIGN SUMMARY CYCLE 1 -------------- Beam-MNT 6- 7 Length 4.02 ft Angle of Member 5.43 deg Built-up section Weight 107. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 4.02 55.0 2 2.01 ft 6.00 in 15.00 in 8.000 X0.3750 0.1880 8.000 X0.3750 0.032 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 -0.21 -52.05. 285.84 1621.87 0.00 0.03 0.06 -2.16 38.61 1 -------------------------------------------------------------------------------------------------------------- Beam-MNT 7- 8 Length 14.43 ft Angle of Member 14.04 deg Built-up section Weight 509. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 14.43 55.0 4 3.61 ft 24.00 in 24.00 in 8.000 X0.3750 0.1880 8.000 X0.3750 0.101 9 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 10.49 -202.87 212.32 2637.94 0.05 0.08 0.18 -4.24 23.21 1 -------------------------------------------------------------------------------------------------------------- North Valley - Frame Q 4,5,6 BSP 08-03-09 34 174113 MODULE REVIEW DATA - DESIGN SUMMARY -------------- CYCLE 1 ------------------------------------------------------------------------------------------------------------ Beam-MNT 8- 9 Length 14.43 ft Angle of Member -14.04 deg Built-up section Weight 509. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 14.43 55.0 4 3.61 ft 24.00 in 24.00 in 8.000 X0.3750 0.1880 8.000 X0.3750 0.149 8 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 10.66 -328.47 210.27 2637.94 0.05 0.12 0.20 -4.59 23.21 1 -------------------------------------------------------------------------------------------------------------- Beam-MNT 11- 9 Length 7.72 ft Angle of Member 90.00 deg Built-up section Weight 272. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 7.72 55.0 2 3.86 ft 24.00 in 24.00 in 8.000 X0.3750 0.1880 8.000 X0.3750 0.442 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 8.43 -1113.11 196.93 2637.94 0.04 0.42 0.64 14.84 23.21 1 -------------------------------------------------------------------------------------------------------------- North Valley - Frame Q 4,5,6 BSP 08-03-09 35 174113 MODULE REVIEW DATA - DESIGN SUMMARY CYCLE 1 -------------- Beam-MNT 11-13 Length 22.42 ft Angle of Member -13.6 Sect. Length Yield No. Segment Depth at Depth at No. (ft) Stress Seg Size Start End 1 22.42 55.0 6 3.74 ft 24.00 in 24.00 in (Controlling Actions) 0 deg Built-up section Weight 791. lb Outer Flange Web thk Comb.Strng Load or Pipe/Tube (in) Inner Flange Ratio Cond 8.000 X0.3750 0.1880 8.000 X0.3750 0.716 1 <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 19.26 -------------------------------------------------------------------------------------------------------------- -1771.53 214.83 2637.94 0.09 0.67 0.71 -16.52 23.21 1 Beam -Col 15-13 Length 10.75 ft Angle of Member 93.36 deg Sect. Length Yield No. Segment Depth at Depth at No. (ft) Stress Seg Size Start End 1 10.75 55.0 3 3.58 ft 12.00 in 24.00 in (Controlling Actions) Built-up section Outer Flange Web thk or Pipe/Tube (in) 8.000 X0.3750 0.1880 Weight 338. lb Comb.Strng Load Inner Flange Ratio Cond 8.000 X0.3750 0.733 1 <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 23.08 -------------------------------------------------------------------------------------------------------------- 1771.53 178.75 2637.94 0.12 0.67 0.58 13.55 23.21 1 North Valley - Frame @ 4,5,6 BSP <----- Ratios -----> 08-03-09 36 174113 -----> Sect. MODULE REVIEW DATA - DESIGN SUMMARY -------------- CYCLE 1 ------------------------------------------------------------------------------------------------------------ Beam-MNT 13-19 Length 8.86 ft Angle of Member -10.41 deg Built-up section Weight 137. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 8.86 55.0 3 2.95 ft 12.00 in 12.00 in 6.000 X0.2500 0.1350 6.000 X0.2500 0.117 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 -------------------------------------------------------------------------------------------------------------- 0.51 -71.79 108.00 625.11 0.00 0.11 0.17 -3.03 17.56 1 Beam-MNT 19-14 Length 4.59 ft Angle of Member -11.06 deg Built-up section Weight 68. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 2.59 55.0 1 2.59 ft 12.00 in 12.00 in 6.000 X0.2500 0.1350 6.000 X0.2500 0.117 1 2 2.00 55.0 1 2.00 ft 12.00 in 6.00 in 6.000 X0.2500 0.1350 6.000 X0.2500 0.023 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 -0.51 -71.78 149.93 625.11 0.00 0.11 0.15 2.61 17.56 1 2 -------------------------------------------------------------------------------------------------------------- -0.22 -13.65 149.93 625.11 0.00 0.02 0.06 1.14 17.56 1 North Valley - Frame @ 4,5,6 BSP 08-03-09 37 174113 MODULE REVIEW DATA - DESIGN SUMMARY CYCLE 1 --------------- Lean-Col 18-19 Length 9.13 ft Angle of Member 90.00 deg Tube section Weight 124. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 9.13 46.0 3 3.04 ft 6.00 in 6.00 in 6.000 Width x0.188 Thk. 0.030 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 5.73 -0.06 94.92 222.96 0.06 0.00 0.00 -0.01 31.42 1 -------------------------------------------------------------------------------------------------------------- TOTAL FRAME WEIGHT IS 4587.1bs. O North Valley - Frame @ 4,5,6 BSP IT 08-03-09 MODULE REVIEW DATA - JOINT DEFLECTIONS ----------------- Joint Dflc for Load Comb 1: ASD DL+CLL+LL Weighted B2 Factor = 1.02 Vertical Horizontal Rotation Out -of -Plane Joint Deflection Deflection Angle Deflection Number (.inches) (inches) (deg) (inches) ------ 1 -------- 0.00000 -------- 0.00000 -------- 0.28000 ----------- 0.00000 2 -0.02811 -0.20567 0.03175 0.00000 3 -0.00216 -0.21069 -0.16926 0.00000 5 -1.41267 0.11384 -0.11192 0.00000 6 -1.45725 0.13239 0.05278 0.00000 7 -1.41554 0.12845 0.04315 0.00000 8 -1.26476 0.08174 0.05560 0.00000 9 -1.13450 0.10510 0.02198 0.00000 11 -1.13190 0.17590 0.11626 0.00000 13 0.01163 0.43605 0.07390 0.00000 14 -0.04028 0.42615 -0.04499 0.00000 15 0.00000 0.00000 -0.38378 0.00000 16 0.00000 0.00000 0:10984 0.00000 17 -0.00523 -0.21004 0.00485 0.00000 18 0.00000 0.00000 -0.22637 0.00000 19 -0.00544 0.43286 -0.01610 0.00000 38 174113 North Valley - Frame ® 4,5,6 BSP 0. 08-03-09 MODULE REVIEW DATA - JOINT DEFLECTIONS ----------------- Joint Dflc for Load Comb 2: ASD .6DL+WL1 39 174113 e W Weighted B2 Factor = 0.98 Vertical Horizontal Rotation Out -of -Plane Joint Deflection Deflection Angle Deflection Number ------ (inches) -------- (inches) -------- (deg) (inches) 1 0.00000 0.00000 -------- -0.11069 ----------- 0.00000 2 0.01596 0.08880 -0.01801 0.00000 3 0.00037 0.09237 0.05500 0.00000 5 0.41505 -0.00085 -0.00224 0.00000 6 0.47005 0.06303 -0.06618 0.00000 7 0.41623 0.06814 -0.05996 0.00000 8 0.28969 0.10398 -0.01799 0.00000 9 0.33511 0.11968 0.04553 0.00000 11 0.33438 0.18452 0.01359 0.00000 13 0.01049 0.11148 -0.08269 0.00000 14 0.01749 0.11367 0.02009 0.00000 15 0.00000 0.00000 -0.02988 0.00000 16 0.00000 0.00000 -0.04778 0.00000 17 0.00286 0.09137 -0.00323 0.00000 18 0.00000 0.00000 -0.05806 0.00000 19 0.00407 0.11103 -0.00089 0.00000 39 174113 e W North Valley - Frame @ 4,5,6 BSP 08-03-09 MODULE REVIEW DATA - JOINT DEFLECTIONS ----------------- Joint Dflc for Load Comb 3: ASD .6DL+WR1 Weighted B2 Factor = 0.97 Vertical Horizontal Rotation Out -of -Plane Joint Deflection Deflection Angle Deflection Number ------ (inches) -------- (inches) -------- (deg) -------- (inches) ----------- 1 0.00000 0.00000 0.09986 0.00000 2 0.01245 -0.26822 -0.01474 0.00000 3 0.02024 -0.26882 0.15279 0.00000 5 0.55844 -0.39349 -0.01318 0.00000 6 0.64224 -0.29834 -0.10147 0.00000 7 0.55943 -0.29047 -0.09306 0.00000 8 0.30780 -0.22323 -0.06279 0.00000 9 0.23510 -0.23692 0.01590 0.00000 11 0.23403 -0.20511 -0.00102 0.00000 13 -0.00949 -0.25667 0.01074 0.00000 14 0.02105 -0.25029 0.02341 0.00000 15 0.00000 0.00000 0.18903 0.00000 16 0.00000 0.00000 0.13941 0.00000 17 0.00406 -0.26657 0.00624 0.00000 18 0.00000 0.00000 0.13276 0.00000 19 0.00287 -0.25385 0.00863 0.00000 40 174113 O • North Valley - Frame @ 4,5,6 BSP 08-03-09 MODULE REVIEW DATA - JOINT DEFLECTIONS ----------------- Joint Dflc for Load Comb 4: ASD DL+CLL+.75(LL+WL2) Weighted B2 Factor = 1.00 Vertical Horizontal Rotation Out -of -Plane Joint Deflection Deflection Angle Deflection Number (inches) (inches) (deg) (inches) ------ 1 -------- 0.00000 -------- 0.00000 -------- 0.14934 ----------- 0.00000 2 -0.00893 -0.07713 0.01022 0.00000 3 -0.00487 -0.07754 -0.13231 0.00000 5 -1.01259 0.15540 -0.08687 0.00000 6 -1.03342 0.18441 0.02406 0.00000 7 -1.01446 0.18263 0.01944 0.00000 8 -0.92788 0.15477 0.03869 0.00000 9 -0.81164 0.17755 0.03072 0.00000 11 -0.80969 0.25392 0.09914 0.00000 13 0.01566' 0.44157 0.02230 0.00000 14 -0.01952 0.43547 -0.02144 0.00000 15 0.00000 0.00000 -0.35227 0.00000 16 0.00000 0.00000 0.04099 0.00000 17 -0.00206 -0.07838 -0.00037 0.00000 18 0.00000 0.00000 -0.22954 0.00000 19 -0.00138 0.43892 -0.01351 0.00000 41 174113 Q North Valley - Frame Q 4,5,6 BSP T. 08-03-09 MODULE REVIEW DATA - JOINT DEFLECTIONS ----------------- Joint Dflc for Load Comb 5: ASD DL+CLL+.75(LL+WR2) Weighted B2 Factor = 1.02 Vertical Horizontal Rotation Out -of -Plane Joint Deflection Deflection Angle Deflection Number ------ (inches) -------- (inches) (deg) (inches) 1 0.00000 -------- 0.00000 -------- 0.32101 ----------- 0.00000 2 -0.01232 -0.37014 0.01348 0.00000 3 0.01152 -0.37408 -0.05061 0.00000 5 -0.89033 -0.16794 -0.09658 0.00000 6 -0.88654 -0.11161 -0.00602 0.00000 7 -0.89236 -0.11104 -0.00900 0.00000 8 -0.91399 -0.11175 -0.00047 0.00000 9 -0.90077 -0.11462 0.00484 0.00000 11 -0.89909 -0.06730 0.08656 0.00000 13 -0.00081 0.13954 0.10072 0.00000 14 -0.01609 0.13699 -0.01813 0.00000 15 0.00000 0.00000 -0.17410 0.00000 16 0.00000 0.00000 0.19466 0.00000 17 -0.00116 -0.37223 0.00753 0.00000 18 0.00000 0.00000 -0.07300 0.00000 19 -0.00228 0.13959 -0.00556 0.00000 42 174113 North Valley - Frame Q 4,5,6 BSP OB -03-09 MODULE REVIEW DATA - JOINT DEFLECTIONS ----------------- Joint Dflc for Load Comb 6: ASD DL+CLL+WL2 Weighted B2 Factor = 1.03 Vertical Horizontal Rotation Out -of -Plane Joint Deflection Deflection Angle Deflection Number ------ (inches) -------- (inches) -------- (deg) (inches) 1 0.00000 0.00000 -------- 0.02440 ----------- 0.00000 2 0.00573 0.02431 -0.00630 0.00000 3 -0.00499 0.02689 -0.06938 0.00000 5 -0.46133 0.13334 -0.04571 0.00000 6 -0.46084 0.16078 -0.00138 0.00000 7 -0.46202 0.16090 -0.00148 0.00000 8 -0.44207 0.15331 0.01641 0.00000 9 -0.36954 0.16886 0.02702 0.00000 11 -0.36858 0.22607 0.05905 0.00000 13 0.01349 0.31286 -0.01624 0.00000 14 -0.00213 0.31069 -0.00191 0.00000 15 0.00000 0.00000 -0.22741 0.00000 16 0.00000 0.00000 -0.01327 0.00000 17 0.00054 0.02538 -0.00348 0.00000 18 0.00000 0.00000 -0.16282 0.00000 19 0.00152 0.31134 -0.00893 0.00000 43 174113 f O r) North Valley - Frame Q 4,5,6 BSP 'IT, 08-03-09 MODULE REVIEW DATA - JOINT DEFLECTIONS ----------------- Joint Dflc for Load Comb 7: ASD DL+CLL+WR2 Weighted B2 Factor = 1.02 Vertical Horizontal Rotation Out -of -Plane Joint Deflection Deflection Angle Deflection Number (inches) (inches) (deg) (inches) ------ 1 -------- 0.00000 -------- 0.00000 -------- 0.24170 ----------- 0.00000 2 0.00184 -0.34509 -0.00263 0.00000 3 0.01562 -0.34688 0.03258 0.00000 5 -0.31029 -0.27355 -0.05737 0.00000 6 -0.27946 -0.21292 -0.03850 0.00000 7 -0.31117 -0.20990 -0.03642 0.00000 8 -0.42368 -0.18425 -0.03125 0.00000 . 9 -0.47668 -0.19994 -0.00448 0.00000 11 -0.47607 -0.17796 0.04360 0.00000 13 -0.00723 -0.06813 0.08136 0.00000 14 0.00181 -0.06589 0.00182 0.00000 15 0.00000 0.00000 -0.00154 0.00000 16 0.00000 0.00000 0.18043 0.00000 17 0.00174 -0.34502 0.00639 0.00000 18 0.00000 0.00000 0.03464 0.00000 19 0.00032 -0.06625 0.00099 0.00000 44 174113 n North Valley - Frame @ 4,5,6 BSP 08-03-09 MODULE REVIEW DATA - JOINT DEFLECTIONS ----------------- Joint Dflc for Load Comb 8: ASD DC(1+.14SD)+.7EQL Weighted B2 Factor = 1.05 Vertical Horizontal Rotation Out -of -Plane Joint Deflection Deflection Angle Deflection Number ------ (inches) -------- (inches) -------- (deg) -------- (inches) 1 0.00000 0.00000 -0.04463 ----------- 0.00000 2 -0.00517 0.26428 0.00663 0.00000 3 -0.02365 0.26764 -0.22455 0.00000 5 -1.04673 0.50606 -0.04845 0.00000 6 -1.11361 0.46902 0.07994 0.00000 7 -1.04813 0.46282 0.07422 0.00000 8 -0.74695 0.38232 0.11701 0.00000 9 -0.45827 0.44889 0.06122 0.00000 11 -0.45642 0.54146 0.08566 0.00000 13 0.02907 0.64832 -0.08047 0.00000 14 -0.03780 0.63566 -0.04160 0.00000 15 0.00000 0.00000 -0.43571 0.00000 16 0.00000 0.00000 -0.13803 0.00000 17 -0.00311 0.26394 -0.00937 0.00000 18 0.00000 0.00000 -0.33592 0.00000 19 -0.00333 0.64233 -0.02348 0.00000 45 174113 North Valley - Frame Q 4,5,6 BSP T 08-03-09 MODULE REVIEW DATA - JOINT DEFLECTIONS ----------------- Joint Dflc for Load Comb 9: ASD DC(1+.14SD)+.7EQR Weighted B2 Factor = 1.05 Vertical Horizontal Rotation Out -of -Plane Joint Deflection Deflection Angle Deflection Number (inches) (inches) (deg) (inches) ------ 1 -------- 0.00000 -------- 0.00000 -------- 0.38233 ----------- 0.00000 2 -0.02861 -0.52062 0.03151 0.00000 3 0.02177 -0.53015 0.02900 0.00000 5 -0.61387 -0.38710 -0.08397 0.00000 6 -0.59838 -0.32699 -0.01912 0.00000 7 -0.61589 -0.32531 -0.02484 0.00000 8 -0.74711 -0.29800 -0.05467 0.00000 9 -0.89100 -0.33928 -0.03791 0.00000 11 -0.88977 -0.35180 0.05015 0.00000 13 -0.01634 -0.14945 0.17317 0.00000 14 -0.01437 -0.14923 -0.01673 0.00000 15 0.00000 0.00000 -0.00883 0.00000 16 0.00000 0.00000 0.27484 0.00000 17 -0.00310 -0.52555 0.01551 0.00000 18 0.00000 0.00000 0.07695 0.00000 19 -0.00334 -0.14714 0.00140 0.00000 46 174113 r �t r C s t • CADocuments and SettingslbsparklDesktop\NortWalley4.bcf Fr -&-MG @ &r Z i o fc> ( f^ 4) 4-, 27 2't /J ******************************************* * * * Auto/Steel Design * * * Butler Manufacturing Company * * * BC Frame * V5.0 January 2008 * * * Complying with AISC-2005 (13th) * * ******************************************* TITLE: North Valley - Frame Q 10 Specialty BY: BSP DATE: 08-03-09 FILE NO.: 174113 REPORT OPTIONS ....DESIGN DATA ....DESIGN SUMMARY REPORT ....(LAST CYCLE ONLY) ....JOINT DEFLECTIONS ....SECTION PROPERTIES ....(LAST CYCLE ONLY) ....SPLICE SUMMARY REPORT 0) *** E X E C U T I O N 0 P T I O N S *** Stability Analysis per AISC-2005 EXECUTION MODE = REVIEW MAXIMUM NUMBER OF TRIALS = 1 UNITY CHECK RANGE = 0.950 TO 1.015 MAXIMUM SEGMENT SIZE = 4.000 ft. COEF. OF LINEAR EXPANSION = 0.0000065000 MOD. OF ELASTICITY,E = 29000000. psi WEB STIFFENERS = NO *** D E T A I L I N P U T E C H 0 *** ADS JOINTS ADS JOINT 1 12.58 0.00 1101 0.000 0.000 0.000 ADS JOINT 2 0.00 8.25 01 0.000 0.000 0.000 ADS JOINT 3 13.21 10.73 01 0.000 0.000 0.000 ADS JOINT 5 35.00 16.00 01 0.000 0.000 0.000 ADS JOINT 6 31.00 23.34 01 0.000 0.000 0.000 ADS JOINT 7 35.00 23.72 01 0.000 0.000 0.000 ADS JOINT 8 49.00 27.22 01 0.000 0.000 0.000 ADS JOINT 9 63.00 23.72 01 0.000 0.000 0.000 ADS JOINT 11 63.00 16.00 01 0.000 0.000 0.000 ADS JOINT 13 84.79 10.73 01 0.000 0.000 0.000 ADS JOINT 15 85.42 0.00 1101 0.000 0.000 0.000 ADS JOINT 16 4.50 0.00 1101 0.000 0.000 0.000 ADS JOINT 17 4.50 9.13 01 0.000 0.000 0.000 ADS MEMBERS ADS MEMBERLC 16 17 1. 6.00 0.00 0.00 0.00 0.00 0.00 6.00 1 ADS SECTION 1 603 46.000 0.000 S1 ADS MEMBERBM 2 17 0. 6.0012.00 0.00 0.00 0.00 0.0012.00 2 ADS SECTION 1 102 211 55.000 2.000 S1 ADS SECTION 2 102 211 0.000 0.000 ADS MEMBERBM 17 3 1.12.00 0.00 0.00 0.00 0.00 0.0012.00 1 ADS BRACE 2.0 6.0T 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ADS SECTION 1 102 211 55.000 0.000 ADS MEMBERBC 1 3 0.12.00 0.00 0.00 0.00 0.00 0.0024.00 1 ADS SECTION 1 110 204 55.000 0.000 S1 ADS MEMBERBM 3 5 0.24.00 0.00 0.00 0.00 0.00 0.0024.00 1 ADS BRACE 4.0 9.OT 14.0 19.0 0.0 0.0 0.0 0.0 0.0 ADS SECTION 1 110 204 110 55.000 0.000 Si ADS MEMBERBM 5 7 0.24.00 0.00 0.00 0.00 0.00 0.0024.00 1 ADS SECTION 1 110 204 55.000 0.000 Si ADS MEMBERBM 6 7 0. 9.75 0.00 0.00 0.00 0.00 0.0021.75 1 ADS SECTION 1 110 204 55.000 0.000 ADS MEMBERBM 7 8 0.24.00 0.00 0.00 0.00 0.00 0.0024.00 1 ADS BRACE 5.0 9.OT 13.0 0.0 0.0 0.0 0.0 0.0 0.0 ADS SECTION 1 110 204 55.000 0.000 S1 ADS MEMBERBM 8 9 0.24.00 0.00 0.00 0.00 0.00 0.0024.00 1 ADS BRACE 1.0 5.0T 9.0 0.0 0.0 0.0 0.0 0.0 0.0 ADS SECTION 1 110 204 55.000 0.000 Si ADS MEMBERBM 11 9 0.24.00 0.00 0.00.0.00.,0.00 0.0024.00 1 ADS ON 1 110 204 55.000 0.000 • 0. 1.000 0.000 0. 1.000 0.000 0.000 0. B 1.000 0.0 0.00 0.000 0. 1.500 0.000 0. B 1.000 0.0 0.00 0.000 0. 1.000 0.000 0. 1.000 0.000 0. B 1.000 0.0 0.00 0.000 0. B 1.000 0.0 0.00 0.000 0. 1.000 SE 0.000 ADS M 'BM 11 13 0.24.00 0.00 0.00 0.00 0.00 0.'0024.00 0. B 1.000 ADS B 3.0 8.0 13.OT 18.0 0.0 0.0 0.0 0.0 `' 0.0 0.00 ADS S ON 1 110 204 110 55.000 0.000 S1 0.000 ADS MEMBERBC 15 13 0.12.00 0.00 0.00 0.00 0.00 0.0024.00 1 0. 1.500 ADS SECTION 1 110 204 55.000 0.000 S1 SE 0.000 MISSING LOADCOND CARD - WILL ASSUME LDCN CARDS FOLLOW ADS LOADION ASD LDCN1.00 1 100. DL 100. CL 100. LL 0. DL+CLL+LL ASD LDCN1.00 2 60. DL 100. WLL 100. IP 0. .6DL+WL1 ASD LDCN1.00 3 60. DL 100. WLR 100. IP 0. .6DL+WR1 ASD LDCN1.00 4 100. DL 100. CL 75. LL 75. WLL DL+CLL+.75(LL+WL2) c 75. IS 0. 0. 0. ASD LDCN1.00 5 100. DL 100. CL 75. LL 75. WLR DL+CLL+.75(LL+WR2) c 75. IS 0. 0. 0. ASD LDCN1.00 6 100. DL 100. CL 100. WLL 100. IS DL+CLL+WL2 ASD LDCN1.00 7 100. DL 100. CL 100. WLR 100. IS DL+CLL+WR2 ASD LDCN1.00 8 107. DL 107. CL 70. EQ 0. DC(1+.14SD)+.7EQL ASD LDCN1.00 9 107. DL 107. CL -70. EQ 0. DC(1+.14SD)+.7EQR ADS LOADS ADS LOAD 2 17 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 ADS LOAD 17 3 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 ADS LOAD 3 5 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 ADS LOAD 6 7 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 ADS LOAD 7 8 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 ADS LOAD 8 9 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 ADS LOAD 11 13 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 ADS LOAD 2 17 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 ADS LOAD 17 3 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 ADS LOAD 3 5 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 ADS LOAD 6 7 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 ADS LOAD 7 8 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 ADS LOAD 8 9 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 ADS LOAD 11 13 CL GLOB Y UNIF 0.000. -0.200 0.000 0.000 ADS LOAD 2 17 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 ADS LOAD 17 3 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 ADS LOAD 3 5 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 ADS LOAD 6 7 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 ADS LOAD 7 8 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 ADS LOAD 8 9 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 ADS LOAD 11 13 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 ADS LOAD 1 3 WLL GLOB X UNIF 0.000 0.151 0.000 0.000 ADS LOAD 3 5 WLL MEMB Y UNIF 0.000 0.217 0.000 0.000 ADS LOAD 5 7 WLL GLOB X UNIF 0.000 0.151 0.000 0.000 ADS LOAD 6 7 WLL MEMB Y UNIF 0.000 0.350 0.000 0.000 ADS LOAD 7 8 WLL MEMB Y UNIF 0.000 0.217 0.000 0.000 ADS LOAD 8 9 WLL MEMB Y UNIF 0.000 0.137 0.000 0.000 ADS LOAD 11 9 WLL GLOB X UNIF 0.000 0.118 0.000 0.000 ADS LOAD 11 13 WLL MEMB Y UNIF 0.000 0.137 0.000 0.000 ADS LOAD 15 13 WLL GLOB X UNIF 0.000 0.118 0.000 0.000 ADS LOAD 2 17 WLL MEMB Y UNIF 0.000 0.350 0.000 0.000 ADS LOAD 17 3 WLL MEMB Y UNIF 0.000 0.350 0.000 0.000 ADS LOAD 1 3 WLR GLOB X UNIF 0.000 -0.118 0.000 0.000 ADS LOAD 3 5 WLR MEMB Y UNIF 0.000 0.137 0.000 0.000 ADS LOAD 5 7 WLR GLOB X UNIF 0.000 -0.118 0.000 0.000 ADS LOAD 6 7 WLR MEMB Y UNIF 0.000 0.472 0.000 0.000 ADS LOAD 7 8 WLR MEMB Y UNIF 0.000 0.137 0.000 0.000 ADS LOAD 8 9 WLR MEMB Y UNIF 0.000 0.217 0.000 0.000 ADS LOAD 11 9 WLR GLOB X UNIF 0.000 -0.151 0.000 0.000 ADS LOP'�� 11 13 WLR MEMB Y UNIF 0.000 0.217 0. 0.000 ADS LOlt 15 13 WLR GLOB X UNIF 0.000 -0.151 0.0� 0.000 ADS LOA 3f 2 17 WLR MEMB Y UNIF 0.000 0.472 0.000 0.000 ADS LOAD 17 3 WLR MEMB Y UNIF 0.000 0.472 0.000 0.000 ADS LOAD 1 3 IP GLOB X UNIF 0.000 -0.057 0.000 0.000 ADS LOAD 3 5 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 ADS LOAD 5 7 IP GLOB X UNIF 0.000 -0.057 0.000 0.000 ADS LOAD 6 7 I -P MEMB Y UNIF 0.000 0.057 0.000 0.000 ADS LOAD 7 8 -IP MEMB Y UNIF 0.000 0.057 0.000 0.000 ADS LOAD 8 9 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 ADS LOAD 11 9 IP GLOB X UNIF 0.000 0.057 0.000 0.000 ADS LOAD 11 13 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 ADS LOAD 15 13 IP GLOB X UNIF 0.000 0.057 0.000 0.000 ADS LOAD 1 3 IS GLOB X UNIF 0.000 0.057 0.000 0.000 ADS LOAD 3 5 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 ADS LOAD 5 7 IS GLOB X UNIF 0.000 0.057 0.000 0.000 ADS LOAD 6 7 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 ADS LOAD 7 8 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 ADS LOAD 8 9 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 ADS LOAD 11 9 IS GLOB X UNIF 0.000 -0.057 0.000 0.000 ADS LOAD 11 13 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 ADS LOAD 15 13 IS GLOB X UNIF 0.000 -0.057 0.000 0.000 ADS LOAD 3 5 EQ GLOB X CONC 0.000 2.650 0.000 0.000 ADS LOAD 13 11 EQ GLOB X CONC 0.000 2.650 0.000 0.000 ADS LOAD 7 8 EQ GLOB X CONC 0.000 0.980 0.000 0.000 ADS LOAD 9 8 EQ GLOB X CONC 0.000 0.980 0.000 0.000 ADS END' North Valley - Frame @ 10 BSP 08-03-09 1 174113 JOINT DATA JOINT X-COORD Y-COORD DEGREE -OF -FREEDOM OUT -OF -PLANE DOF NUMBER ft. ft. FIXITY FIXITY X Y Mz z Mx 1 12.580 0.000 1 1 0 1 2 0.000 8.250 0 0 0 1 3 13.210 10.730 0 0 0 1 5 35.000 16.000 0 0 0 1 6 31.000 23.340 0 0 0 1 7 35.000 23.720 0 0 0 1 8 49.000 27.220 0 0 0 1 9 63.000 23.720 0 0 0 1 11 63.000 16.000 0 0 0 1 13 84.790 10.730 0 0 0 1 15 85.420 0.000 1 1 0 1 16 4.500 0.000 1 1 0 1 17 4.500 9.130 0 0 0 1 (0 = FREE 1 = FIXED) (A,B,C = ELASTIC, A -Soft, B -Medium, C -Hard) North Valley - Frame Q 10 BSP 08-03-09 2 174113 MEMBER DATA MEMBER RELEASES RELEASES YIELD NUM MEMBER at START at END STRESS (START -END) TYPE X Y Mz X Y Mz ksi 16 - 17 Lean -Col 0 0 0 0 0 1 46.0 2- 17 Beam-MNT 0 0 0 0 0 0 55.0 17 - 3 Beam-MNT 0 0 0 0 0 1 55.0 1- 3 Beam -Col 0 0 0 0 0 0 55.0 3- 5 Beam-MNT 0 0 0 0 0 0 55.0 5- 7 Beam-MNT 0 0 0 0 0 0 55.0 6- 7 Beam-MNT 0 0 0 0 0 0 55.0 7- 8 Beam-MNT 0 0 0 0 0 0 55.0 8- 9 Beam-MNT 0 0 0 0 0 0 55.0 11 - 9 Beam-MNT 0 0 0 0 0 0 55.0 11 - 13 Beam-MNT 0 0 0 0 0 0 55.0 15 - 13 Beam -Col 0 0 0 0 0 0 55.0 ( 1 = RELEASE 0 = NO RELEASE ) Memb-Typ Description Notional Load EI ----- EA ----- -------- Beam-Col ----------- ------------- Beam Col Yes 0.8EI 0.8EA Lean -Col Lean -on -Col Yes EI EA Beam-MNT Beam w/end moment No 0.8EI EA Beam -SMP Simple beam No EI EA Bracing Bracing member No EI O.8EA 08-03-09 2 174113 s North Valley - Frame Q 10 BSP 08-03-09 3 174113 LOADS APPLIED TO STRUCTURE -------------------------- START END GROUP SYSTEM DIR. TYPE DIST. to LOAD INT. LOAD FINAL INT. LOAD ID. JOINT JOINT LOAD kips,klf LENGTH ft in -kips ft -------------------------------------------------------------------------------------------------------------------- 2 17 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 2 17 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 2 17 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 2 17 WLL MEMB Y UNIF 0.000 0.350 0.000 0.000 2 17 WLR MEMB Y UNIF 0.000 0.472 0.000 0.000 17 3 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 17 3 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 17 3 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 17 3 WLL MEMB Y UNIF 0.000 0.350 0.000 0.000 17 3 WLR MEMB Y UNIF 0.000 0.472 0.000 0.000 1 3 WLL GLOB X UNIF 0.000 0.151 0.000 0.000 1 3 WLR GLOB X UNIF 0.000 -0.118 0.000 0.000 1 3 IP GLOB X UNIF 0.000 -0.057 0.000 0.000 1 3 IS GLOB X UNIF 0.000 0.057 0.000 0.000 3 5 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 3 5 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 3 5 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 3 5 WLL MEMB Y UNIF 0.000 0.217 0.000 0.000 3 5 WLR MEMB Y UNIF 0.000 .0.137 0.000 0.000 3 5 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 3 5 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 3 5 EQ GLOB X CONC 0.000 2.650 0.000 0.000 5 7 WLL GLOB X UNIF 0.000 0.151 0.000 0.000 5 7 WLR GLOB X UNIF 0.000 -0.118 0.000 0.000 5 7 IP GLOB X UNIF 0.000 -0.057 0.000 0.000 5 7 IS GLOB X UNIF 0.000 0.057 0.000 0.000 6 7 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 6 7 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 6 7 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 6 7 WLL MEMB Y UNIF 0.000 0.350 0.000 0.000 6 7 WLR MEMB Y UNIF 0.000 0.472 0.000 0.000 6 7 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 6 7 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 7 8 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 7 8 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 t North Valley - Frame @ 10 BSP 08-03-09 4 174113 LOADS -------------------------- APPLIED TO STRUCTURE START END GROUP SYSTEM DIR. TYPE DIST. to LOAD INT. LOAD FINAL INT. LOAD ID. JOINT JOINT LOAD kips,klf LENGTH ft in -kips ft -------------------------------------------------------------------------------------------------------------------- 7 8 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 7 8 WLL MEMB Y UNIF 0.000 0.217 0.000 0.000 7 8 WLR MEMB Y UNIF 0.000 0.137 0.000 0.000 7 8 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 7 B IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 7 8 EQ GLOB X CONC 0.000 0.980 0.000 0.000 8 9 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 8 9 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 8 9 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 8 9 WLL MEMB Y UNIF 0.000 0.137 0.000 0.000 8 9 WLR MEMB Y UNIF 0.000 0.217 0.000 0.000 8 9 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 8 9 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 9 8 EQ GLOB X CONC 0.000 0.980 0.000 0.000 11 9 WLL GLOB X UNIF 0.000 0.118 0.000 0.000 11 9 WLR GLOB X UNIF 0.000 -0.151 0.000 0.000 11 9 IP GLOB X UNIF 0.000 0.057 0.000 0.000 11 9 IS GLOB X UNIF 0.000 -0.057 0.000 0.000 11 13 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 11 13 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 11 13 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 11 13 WLL MEMB Y UNIF 0.000 0.137 0.000 0.000 11 13 WLR MEMB Y UNIF 0.000 0.217 0.000 0.000 11 13 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 11 13 IS MEMB. Y UNIF 0.000 -0.057 0.000 0.000 13 11 EQ GLOB X CONC 0.000 2.650 0.000 0.000 15 13 WLL GLOB X UNIF 0.000 0.118 0.000 0.000 15 13 WLR GLOB X UNIF 0.000 -0.151 0.000 0.000 15 13 IP GLOB X UNIF 0.000 0.057 0.000 0.000 15 13 IS GLOB X UNIF 0.000 -0.057 0.000 0.000 North Valley - Frame Q 10 BSP 08-03-09 5 174.113 LOAD COMBINATIONS ----------------- LCN LOAD CONDITION ALLOW LOADING GROUP 1 LOADING GROUP 2 LOADING GROUP 3 LOADING GROUP 4 NO. --------------------------7----------------------------------------------------------------------------------------- Typ INCREASE PERCENT 5 or 9 PERCENT 6 or 10 PERCENT 7 or 11 PERCENT 8 or 12 1 ASD - DL+CLL+LL 1.00 100.00 DL 100.00 CL 100.00 LL 2 ASD - .6DL+WL1 1.00 60.00 DL 100.00 WLL 100.00 IP 3 ASD - .6DL+WR1 1.00 60.00 DL 100.00 WLR 100.00 IP 4 ASD - DL+CLL+.75(LL+WL2) 1.00 100.00 DL 100.00 CL 75.00 LL 75.00 WLL 75.00 IS 0.00 0.00 0.00 5 ASD - DL+CLL+.75(LL+WR2) 1.00 100.00 DL 100.00 CL 75.00 LL 75.00 WLR 75.00 IS 0.00 0.00 0.00 6 ASD - DL+CLL+WL2 1.00 100.00 DL 100.00 CL 100.00 WLL 100.00 IS 7 ASD - DL+CLL+WR2 1.00 100.00 DL 100.00 CL 100.00 WLR 100.00 IS 8 ASD - DC(1+.14SD)+.7EQL 1.00 107.00 DL 107.00 CL 70.00 EQ 9 ASD - DC(1+.14SD)+.7EQR 1.00 107.00 DL 107.00 CL -70.00 EQ North Valley - Frame @ 10 BSP 08-03-09 6 174113 GENERATED NOTIONAL LOADS ------------------------ Notional Loads for Load Comb. 1: ASD DL+CLL+LL Start End Coord Dir. Type Dist. to Load Int. JT JT Sys. Load(ft) (kips) ---------------------------------------------------- 16 17 GLOB X CONC 9.130 0.018 1 3 GLOB X CONC 10.748 0.079 15 13 GLOB X CONC 10.748 0.071 ---------------------------------------------------- Sum: 0.168 ( = or > 0.002 x 1.6Yi) Notional Loads for Load Comb. 2: ASD .6DL+WL1 Start End Coord Dir. Type Dist. to Load Int. JT JT Sys. Load(ft) (kips) ---------------------------------------------------- 16 17 GLOB X CONC 9.130 -0.010 1 3 GLOB X CONC 10.748 -0.031 15 13 GLOB X CONC 10.748 -0.018 ---------------------------------------------------- Sum: -0.059 ( = or > 0.002 x 1.6Yi) Notional Loads for Load Comb. 3: ASD .6DL+WR1 Start End Coord Dir. Type Dist. to Load Int. JT JT Sys. Load(ft) (kips) ---------------------------------------------------- 16 17 GLOB X CONC 9.130 -0.014 1 3 GLOB X CONC 10.748 -0.023 15 13 GLOB X CONC 10.748 -0..029 ---------------------------------------------------- Sum: -0.066 ( = or > 0.002 x 1.6Yi) North Valley - Frame @ 10 BSP 08-03-09 7 174113 GENERATED NOTIONAL LOADS ------------------------ Notional Loads for Load Comb. 4: ASD DL+CLL+.75(LL+WL2) Start End Coord Dir. Type Dist. to Load Int. JT JT Sys. Load(ft) (kips) ---------------------------------------------------- 16 17 GLOB X CONC 9.130 0.007 1 3 GLOB X CONC 10.748 0.052 15 13 GLOB X CONC 10.748 0.054 ---------------------------------------------------- Sum: 0.113 ( = or > 0.002 x 1.6Yi) Notional Loads for Load Comb. 5: ASD DL+CLL+.75(LL+WR2) Start End Coord Dir. Type Dist. to Load Int. JT JT Sys. Load(ft) (kips) ---------------------------------------------------- 16 17 GLOB X CONC 9.130 -0.004 1 3 GLOB X CONC 10.748 -0.058 15 13 GLOB X CONC 10.748 -0.046 ---------------------------------------------------- Sum: -0.108 ( = or > 0.002 x 1.6Yi) Notional Loads for Load Comb. 6: ASD DL+CLL+WL2 Start End Coord Dir. Type Dist. to Load Int. JT JT Sys. Load(ft) (kips) ---------------------------------------------------- 16 17 GLOB X CONC 9.130 0.002 1 3 GLOB X CONC 10.748 0.019 15 13 GLOB X CONC 10.748 0.027 ---------------------------------------------------- Sum: 0.049 ( = or > 0.002 x 1.6Yi) �I T North Valley - Frame ® 10 BSP 08-03-09 GENERATED NOTIONAL LOADS - -=--------------------- Notional Loads for Load Comb. 7: ASD DL+CLL+WR2 Start End Coord Dir. Type Dist. to Load Int. JT JT Sys. Load(ft) (kips) ---------------------------------------------------- 16 17 GLOB X CONC 9.130 -0.006 1 3 GLOB X CONC 10.748 -0.027 15 13 GLOB X CONC 10.748 -0.017 ---------------------------------------------------- Sum: -0.050 ( = or > 0.002 x 1.6Yi) Notional Loads for Load Comb. 8: ASD DC(1+.14SD)+.7EQL Start End Coord Dir. Type Dist. to Load Int. JT JT Sys. Load(ft) (kips) ---------------------------------------------------- 16 17 GLOB X CONC 9.130 0.010 1 3 GLOB X CONC 10.748 0.043 15 13 GLOB X CONC 10.748 0.046 ---------------------------------------------------- Sum: 0.100 ( = or > 0.002 x 1.6Yi) Notional Loads for Load Comb. 9: ASD DC(1+.14SD)+.7EQR Start End Coord Dir. Type Dist. to Load Int. JT JT Sys. Load(ft) (kips) ---------------------------------------------------- 16 17 GLOB X CONC 9.130 -0.010 1 3 GLOB X CONC 10.748 -0.051 15 13 GLOB X CONC 10.748 -0.038 ---------------------------------------------------- Sum: -0.100 ( = or > 0.002 x 1.6Yi) 8 174113 North Valley - Frame Q 10 BSP 08-03-09 9 174113 MODULE REVIEW DATA - SECTION ------------------ PROPERTIES CYCLE NUMBER 1 MEMBER NO. 16 - 17 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 109.56 in In -Plane R = 2.37 in Section No. 1 Tube Dx = 6.000 in Dy = 6.000 in Wall Thickness = 0.188.in Analysis Dist Depth Area Ix ' Iy Rx Ry RTo RTi H/t Lubo Lubi Point (ft) (in) (in2) (in4) (in4) (in) (in) (in) (in) Ratio Qso Qsi Qa (ft) (ft) 16* 0.00 6.00 3.98 22.30 22.30 2.37 2.37 0.00 0.00 31.91 1.000 1.000 1.000 9.1 9.1 100 1.52 6.00 3.98 22.30 22.30 2.37 2.37 0.00 0.00 31.91 1.000 1.000 1.000 9.1 9.1 101 4.57 6.00 3.98 22.30 22.30 2.37 2.37 0.00 0.00 31.91 1.000 1.000 1.000 9.1 9.1 102 7.61 6.00 3.98 22.30 22.30 2.37 2.37 0.00 0.00 31.91 1.000 1.000 1.000 9.1 9.1 17* 9.13 6.00 3.98 22.30 22.30 2.37 2.37 0.00 0.00 31.91 1.000 1.000 1.000 9.1 9.1 MEMBER NO. 2- 17 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 55.02 in In -Plane R = 4.54 in Section No. 1 Outer Flange = .6.000 x0.250 Web =0.135 Inner Flange = 6.000 x0.250 Section No. 2 Outer Flange = 6.000 x0.250 Web =0.135 Inner Flange = 6.000 x0.250 2* 0.00 6.00 3.74 26.68 9.00 2.67 1.55 1.60 1.60 40.74 0.986 0.986 0.982 4.6 4.6 103 1.00 9.00 4.15 64.35 9.00 3.94 1.47 1.60 1.60 62.96 0.937 0.937 1.000 4.6 4.6 104* 2.00 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 1.000 4.6 4.6 104* 2.00 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.923 0.923 1.000 4.6 4.6 105 3.29 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.923 0.923 1.000 4.6 4.6 17* 4.59 12.00 4.55 120.67 9.00 5.15. 1.41 1.60 1.60 85.19 0.923 0.923 1.000 4.6 4.6 MEMBER NO. 17- 3 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 106.27 in In -Plane R = 5.15 in Section No. 1 Outer Flange = 6.000 x0.250 Web =0.135 Inner Flange = 6.000 x0.250 17* 0.00 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 0.822 2.0 2.0 106 1.48 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 0.822 2.0 2.0 107 4.43 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 0.826 4.0 6.9 108 7.38 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 1.000 2.9 6.9 3* 8.86 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 1.000 2.9 6.9 �1 North Valley - Frame O 10 BSP 08-03-09 10 174113 MODULE REVIEW DATA - SECTION ------------------ PROPERTIES CYCLE NUMBER 1 MEMBER NO. 1 - 3 Out-of-Plane K = 1.000 In-Plane K = 1.500 In-Plane L = 128.98 in In-Plane R = 7.67 in Section No. 1 Outer Flange = 8.000 x0.375 Web =0.188 Inner Flange = 8.000 x0.375 Analysis Dist Depth Area Ix Iy Rx Ry RTo RTi H/t Lubo Lubi Point (ft) (in) (in2) (in4) (in4) (in) (in) (in) (in) Ratio Qso Qsi Qa (ft) (ft) 1* 0.00 12.00 8.11 225.09 32.01 5.27 1.99 2.13 2.13 59.84 0.995 0.995 0.932 10.7 10.7 109 1.79 14.00 8.49 314.98 32.01 6.09 1.94 2.13 2.13 70.48 0.978 0.978 0.897 10.7 10.7 110 5.37 18.00 9.24 546.45 32.01 7.69 1.86 2.13 2.13 91.76 0.948 0.948 0.833 10.7 10.7 111 8.96 22.00 9.99 851.86 32.01 9.23 1.79 2.13 2.13 113.03 0.923 0.923 0.774 10.7 10.7 3* 10.75 24.00 10.37 1034.18 32.01 9.99 1.76 2.13 2.13 123.67 0.912 0.912. 0.747 10.7 10..7 MEMBER NO. 3- 5 Out-of-Plane K = 1.000 In-Plane K = 1.000 In-Plane L = 269.02 in In-Plane R = 9.99 in Section No. 1 Outer Flange = 8.000 x0.375 Web =0.188 Inner Flange = 8.000 x0.375 3* 0.00 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.723 4.0 4.0 112 1.87 .24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.723 4.0 4.0 113 5.60 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.726 5.0 10.0 114 9.34 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.726 5.0 10.0 115 13.08 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.726 5.0 10.0 116 16.81 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.726 5.0 5.0 117 20.55 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.' 723 3.4 3.4 5* 22.42 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.723 3.4 3.4 MEMBER NO. 5- 7 Out-of-Plane K = 1.000 In-Plane K = 1.000 In-Plane L = 92.64 in In-Plane R = 9.99 in Section No. 1 Outer Flange = 8.000 x0.375 Web =0.188 Inner Flange = 8.000 x0.375 5* 0.00 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.735 7.7 7.7 118 1.93 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.735 7.7 7.7 119 5.79 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.735 7.7 7.7 7* 7.72 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.735 7.7 7.7 North Valley - Frame @ 10 BSP 08-03-09 11 174113 MODULE REVIEW DATA - SECTION ------------------ PROPERTIES CYCLE NUMBER 1 MEMBER NO. 6 - 7 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 48.22 in In -Plane R = 6.78 in Section No. 1 Outer Flange = 8.000 x0.375 Web =0.188 Inner Flange = 8.000 x0.375 Analysis Dist Depth Area Ix Iy Rx Ry RTo RTi H/t Lubo Lubi Point (ft) (in) (in2) (in4) (in4) (in) (in) (in) (in). Ratio Qso Qsi Qa (ft) (ft) 6* 0.00 9.75 '7.69 143.33 32.00 4.32 2.04 2.15 2.15 47.87 1.000 1.000 1.000 4.0 4.0 120 1.00 12.75 8.26 256.85 32.01 5.58 1.97 2.15 2.15 63.83 0.988 0.988 1.000 4.0 4.0 121 3.01 18.75 9.38 597.90 32.01 7.98 1.85 2.15 2.15 95.74 0.943 0.943 1.000 4.0 4.0 7* 4.02 21.75 9.95 830.50 32.01 9.14 1.79 2.15 2.15 111.70 0.924 0.924 1.000 4.0 4.0 MEMBER NO. 7- 8 Out -of -Plane K =1.000 In -Plane K = 1.000 In -Plane L = 173.17 in In -Plane R = 9.99 in Section No. 1 Outer Flange = 8.000 x0.375 Web =0.188 Inner Flange = 8.000 x0.375 7* 0.00 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.726 5.0 5.0 122 1.80 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.726 5.0 5.0 123 5.41 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.723 4.0 8.0 124 .9.02 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.723 4.0 8.0 125 12.63 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.723 4.0 8.0 8* 14.43 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.721 1.4 1.4 MEMBER NO. 8- 9 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 173.17 in In -Plane R = 9.99 in Section No. 1 Outer Flange = 8.000 x0.375 Web =0.188 Inner Flange = 8.000 x0.375 8* 0.00 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.721 1.0 1.0 126 1.80 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.723 4.0 8.0 127 5.41 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.723 4.0 8.0 128 9.02 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.727 5.4 5.4 129 12.63 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.727 '5.4 5.4 9* 14.43 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.727 5.4 5.4 MEMBER NO. 11- 9 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 92.64 in In -Plane R = 9.99 in Section No. 1 Outer Flange = 8.000 x0.375 Web =0.188 Inner Flange = 8.000 x0.375 11* 0.00 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.735 7.7 7.7 130 1.93 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.735 7.7 7.7 131 5.79 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.735 7.7 7.7 9* 7.72 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.735 7.7 7.7 • North Valley - Frame @ 10 BSP 08-03-09 12 174113 MODULE REVIEW DATA - SECTION ------------------ PROPERTIES CYCLE NUMBER 1 MEMBER NO. it - 13 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 269.02 in In -Plane R = 9.99 in Section No. 1 Outer Flange = 8.000 x0.375 Web =0.188 Inner Flange = 8.000 x0.375 Analysis Dist Depth Area Ix Iy Rx Ry RTo RTi H/t Lubo Lubi Point (ft) (in) (in2) (in4) (in4) (in) (in) (in) (in) Ratio Qso Qsi Qa (ft) (ft) 11* 0.00 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.723 3.0 3.0 132 1.87 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.723 3.0 3.0 133 5.60 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.726 5.0 5.0 134 9.34 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.726 5.0 10.0 135 13.08 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.726 5.0 10.0 136 16.81 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.726 5.0 10.0 137 20.55 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.724 4.4 4.4 13* 22.42 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.724 4.4 4.4 MEMBER NO. 15- 13 Out -of -Plane K = 1.000 In -Plane K = 1.500 In -Plane L = 128.98 in In -Plane R = 7.67 in Section No. 1 Outer Flange = 8.000 x0.375 Web =0.188 Inner Flange = 8.000 x0.375- 15* 0.00 12.00 8.11 225.09 32.01 5.27 1.99 2.13 2.13 59.84 0.995 0.995 0.932 10.7 10.7. 138 1.79 14.00 8.49 314.98 32.01 6.09 1.94 2.13 2.13 70.48 0.978 0.978 0.897 10.7 10.7 139 5.37 18.00 9.24 546.45 32.01 7.69 1.86 2.13 2.13 91.76 0.948 0.948 0.833 10.7 10.7 140 8.96 22.00 9.99 851.86 32.01 9.23 1.79 2.13 2.13 113.03 0.923 0.923 0.774 1.0.7 10.7 13* 10.75 24.00 10.37 1034.18 32.01 9.99 1.76 2.13 2.13 123.67 0.912 0.912 0.747 10.7 10.7 s t � North Valley - Frame @ 10 BSP 08-03-09 13 174113 SPLICE SUMMARY -------------- LCN Comb Load Conditions Analysis Moment Thrust Shear Out -of -Plane Out -of -plane No. -------------------------------------------------------------------------------------------------------- Typ Point in -kips kips kips Moment(in-kip) Shear(kip) 1 ASD DL+CLL+LL 16 -0.06 5.51 0.00 0.00 0.00 2 ASD .6DL+WL1 16 -0.06 -3.02 0.00 0.00 0.00 3 ASD .6DL+WR1 16 0.06 -4.28 0.00 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 16 -0.06 2.17 0.00 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 16 0.06 1.22 0.00 0.00 0.00 6 ASD DL+CLL+WL2 16 0.06 -0.57 0.00 0.00 0.00 7 ASD DL+CLL+WR2 16 -0.06 -1.83 0.00 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 16 0.06 3.28 0.00 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 16 0.06 3.27 0.00 0.00 0.00 1 ASD DL+CLL+LL 2 -0.06 0.00 0.00 0.00 0.00 2 ASD .6DL+WL1 2 0.06 0.00 0.00 0.00 0.00 3 ASD .6DL+WR1 2 0.06 0.00 0.00 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 2 -0.06 0.00 0.00 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 2 -0.06 0.00 0.00 0.00 0.00 6 ASD DL+CLL+WL2 2 0.06 0.00 0.00 0.00 0.00 7 ASD DL+CLL+WR2 2 0.06 0.00 0.00 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 2 -0.06 0.00 0.00 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 2 -0.06 0.00 0.00 0.00 0.00 1 ASD DL+CLL+LL 1 -0.06 24.00 -13.59 0.00 0.00 2 ASD .6DL+WL1 1 0.06 -9.38 4.92 0.00 0.00 3 ASD .6DL+WR1 1 0.06 -7.17 0.81 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 1 -0.06 15.66 -8.27 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 1 -0.06 17.37 -11.55 0.00 0.00 6 ASD DL+CLL+WL2 1 -0.06 5.77 -2.50 0.00 0.00 7 ASD DL+CLL+WR2 1 -0.06 8.01 -6.74 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 1 -0.06 13.11 -5.43 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 1 -0.06 15.45 -10.66 0.00 0.00 North Valley - Frame @ 10 BSP 08-03-09 14 174113 SPLICE SUMMARY -------------- LCN Comb Load Conditions Analysis Moment Thrust Shear Out -of -Plane Out -of -plane No. -------------------------------------------------------------------------------------------------------- Typ Point in -kips kips kips Moment(in-kip) Shear(kip) 1 ASD DL+CLL+LL 3 -1737.09 19.45 17.43 0.00 0.00 2 ASD .6DL+WL1 3 571.77 -7.16 -6.77 0.00 0.00 3 ASD .6DL+WR1 3 225.77 -5.54 -4.77 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 3 -1167.74 13.24 11.60 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 3 -1448.77 14.46 13.11 0.00 0.00 6 ASD DL+CLL+WL2 3 -465.36 5.41 4.50 0.00 0.00 1 ASD DL+CLL+WR2 3 -824.72 7.03 6.50 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 3 -697.43 8.84 9.55 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 3 -1366.87 14.24. 11.14 0.00 0.00 1 ASD DL+CLL+LL 5 1388.72 9.32 -14.80 0.00 0.00 2 ASD .6DL+WL1 5 -597.70 -3.65 6.81 0.00 0.00 3 ASD .6DL+WR1 5 -649.31 -3.08 5.28 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 5 916.32 6.20 -9.51 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 5 867.07 6.67 -10.64 0.00 0.00 6 ASD DL+CLL+WL2 5 348.93 2.40 -3.36 0.00 0.00 7 ASD DL+CLL+WR2 5 290.41 2.99 -4.88 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 5 930.49 4.53 -8.10 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 5 707.39 6.57 -9.45 0.00 0.00 1 ASD DL+CLL+LL 7 -37.30 16.12 3.32 0.00 0.00 2 ASD .6DL+WL1 7 32.72 -6.60 -0.70 0.00 0.00 3 ASD .6DL+WR1 7 -52.72 -6.92 0.47 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 7 -46.31 11.57 2.41 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 7 -119.37 11.33 3.34 0.00 0.00 6 ASD DL+CLL+WL2 7 -37.28 5.28 1.11 0.00 0.00 7 ASD DL+CLL+WR2 7 -128.53 4.96 2.32 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 7 147.83 8.66 0.99 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 7 -199.84 10.46 3.00 0.00 0.00 • •NIV 0 � Q North Valley - Frame @ 10 BSP 06-03-09 15 174113 SPLICE SUMMARY -------------- LCN Comb Load Conditions Analysis Moment Thrust Shear Out -of -Plane Out -of -plane No. -------------------------------------------------------------------------------------------------------- Typ Point in -kips kips kips Moment(in-kip) Shear(kip) 1 ASD DL+CLL+LL 8 -118.19 14.55 2.95 0.00 0.00 2 ASD .6DL+WL1 8 181.60 -7.15 -1.07 0.00 0.00 3 ASD .6DL+WR1 8 198.12 -7.44 -1.21 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 8 -61.72 9.94 2.37 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 8 -48.17 9.70 2.32 0.00 0.00 6 ASD DL+CLL+WL2 8 -7.94 4.10 1.31 0.00 0.00 7 ASD DL+CLL+WR2 8 9.40 3.80 1.20 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 8 -70.36 8.87 0.75 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 8 -68.92 8.36 2.77 0.00 0.00 1 ASD DL+CLL+LL 9 261.69 8.44 14.82 0.00 0.00 2 ASD .6DL+WL1 9 -166.86 -2.55 -6.53 0.00 0.00 3 ASD .6DL+WR1 9 -259.26 -3.62 -6.56 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 9 157.30 6.19 10.43 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 9 78.13 5.35 10.39 0.00 0.00 6 ASD DL+CLL+WL2 9 45.38 2.94 4.57 0.00 0.00 7 ASD DL+CLL+WR2 9 -53.41 1.85 4.53 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 9 328.58 6.02 9.47 0.00 0.00 9 ASD- DC(1+.14SD)+.7EQR' 9 -21.13 3.99 8.10 0.00 0.00 1 ASD DL+CLL+LL 11 1111.51 16.40 -4.78 0.00 _ 0.00 2 ASD 6DL+WL1 11 -374.29 -5.62 1.27 0.00 0.00 3 ASD .6DL+WR1 11 -381.22 -7.92 1.80 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 11 825.00 11.94 -3.51 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 11 828.85 10.19 -3.07 0.00 0.00 6 ASD DL+CLL+WL2 11 400.18 5.60 -1.68 0.00 0.00 7 ASD DL+CLL+WR2 11 399.03 3.28 -1.12 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 11 549.02 10.63 -3.66 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 11 771.03 8.80 -1.99 0.00 0.00 North Valley - Frame Q 10 BSP 08-03-09 16 174113 SPLICE SUMMARY -------------- LCN Comb Load Conditions Analysis Moment Thrust Shear Out -of -Plane Out -of -plane No. Typ Point in -kips kips kips Moment(in-kip) Shear(kip) -------------------------------------------------------------------------------------------------------- 1 ASD DL+CLL+LL 15 0.06 21.38 13.88 0.00 0.00 2 ASD .6DL+WL1 15 -0.06 -5.56 -1.95 0.00 0.00 3 ASD .6DL+WR1 15 -0.06 -8.63 -6.31 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 15 0.06 16.29 10.83 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 15 0.06 13.95 7.37 0.00 0.00 6 ASD DL+CLL+WL2 15 0.06 8.26 5.70 0.00 0.00 7 ASD DL+CLL+WR2 15 0.06 5.17 1.22 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 15 0.06 13.86 10.74 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 15 0.06 11.53 5.56 0.00 0.00 1 ASD DL+CLL+LL 13 1775.38 21.38 13.60 0.00 0.00 2 ASD 6DL+WL1 13 -372.88 -5.67 -3.82 0.00 0.00 3 ASD .6DL+WR1 13 -751.34 -8.57 -5.32 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 13 1356.53 16.26 10.17 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 13 1052.95 14.05 8.98 0.00 0.00 6 ASD DL+CLL+WL2 13 691.23 8.23 5.00 0.00 0.00 7 ASD DL+CLL+WR2 13 300.50 5.30 3.45 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 13 1378.04 13.86 10.59 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 13 713.10 11.53 5.53' 0.00 0.00 North Valley - Frame @ 10 BSP 08-03-09 MODULE REVIEW DATA - DESIGN -------------- SUMMARY FRAME REACTIONS - Load Condition 1: ASD DL+CLL+LL Vertical Horizontal Moment -- Out of Plane -- Joint Reaction Reaction Reaction Reaction Moment Number ------ (kips) -------- (kips) --------- (in -kip) --=----- (kips) -------- (in -kip) ------ 1 23.176 14.790 0.000 0.000 0.000 15 20.544 -14.878 0.000 0.000 0.000 16 5.506 -0.017 0.000 0.000 0.000 SUM -------- 49.225 --------- -0.105 -------- FRAME REACTIONS - Load Condition 2: ASD .6DL+WL1 Vertical Horizontal Moment -- Out of Plane -- Joint Reaction Reaction Reaction Reaction Moment Number ------ (kips) -------- (kips) --------- (in -kip) -------- (kips) -------- (in -kip) ------ 1 -9.078 -5.481 0.000 0.000 0.000 15 -5.435 2.275 0.000 0.000 0.000 16 -3.019 -0.001 0.000 0.000 0.000 SUM -------- -17.532 --------- -3:207 -------- 17 174113 CYCLE 1 • North Valley - Frame Q 10 BSP 08-03-09 MODULE REVIEW DATA - DESIGN SUMMARY -------------- FRAME REACTIONS - Load Condition 3: ASD .6DL+WR1 Vertical Horizontal Moment -- Out of Plane -- Joint Reaction Reaction Reaction Reaction Moment Number ------ (kips) -------- (kips).. --------- (in -kip) -------- (kips) -------- (in -kip) ------ 1 -7.110 -1.202 0.000 0.000 0.000 15 -8.240 6.861 0.000 0.000 0.000 16 -4.281 0.020 0.000 0.000 0.000 SUM -------- -19.631 --------- 5.679 -------- FRAME REACTIONS - Load Condition 4: ASD DL+CLL+.75(LL+WL2) Vertical Horizontal Moment -- Out of Plane -- Joint Reaction Reaction Reaction Reaction Moment Number ------ (kips) -------- (kips) --------- (in -kip) -------- (kips) -------- (in -kip) ------ 1 15.154 9.096 0.000 0.000 0.000 15 15.640 -11.627 0.000 0.000 0.000 16 2.173 -0.004 0.000 0.000 0.000 SUM -------- 32.966 --------- -2.536 -------- 18 174113 CYCLE 1 f North Valley - Frame @ 10 BSP 08-03-09 19 174113 MODULE REVIEW DATA - DESIGN SUMMARY -------------- CYCLE 1 FRAME REACTIONS - Load Condition 5: ASD DL+CLL+.75(LL+WR2) Vertical Horizontal Moment -- Out of Plane -- Joint Reaction Reaction Reaction Reaction Moment Number ------ (kips) -------- .(kips) --------- (in -kip) -------- (kips) -------- (in -kip) ------ 1 16.674 .12.388 0.000 0.000 b.000 15 13.496 -8.118 0.000 0.000 0.000 16 1.222 -0.007 0.000 0.000 0.000 SUM -------- 31.392 --------- 4.263 -------- FRAME REACTIONS - Load Condition 6: ASD DL+CLL+WL2 Vertical Horizontal Moment -- Out of Plane -- Joint Reaction Reaction Reaction Reaction Moment Number ------ (kips) -------- (kips) --------- (in -kip) -------- (kips) -------- (in -kip) ------ 1 5.614 2.823 0.000 0.000 0.000 15 7.918 -6.141 0.000 0.000 0.000 16 -0.570 0.000 0.000 0.000 0:000 SUM -------- 12.962 --------- -3.317 -------- North Valley - Frame @ 10 BSP 08-03-09 MODULE REVIEW DATA - DESIGN -------------- SUMMARY FRAME REACTIONS - Load Condition 7: ASD DL+CLL+WR2 Vertical Horizontal Moment -- Out of Plane -- Joint Reaction Reaction Reaction Reaction Moment Number ------ (kips) -------- (kips) --------- (in -kip) -------- (kips) -------- (in -kip) ------ 1 7.607 7.140 0.000 0.000 0.000 15 5.090 -1.525 0.000 0.000 0.000 16 -1.835 0.011 0.000 0.000 0.000 SUM -------- 10.862 --------- 5.626 -------- FRAME REACTIONS - Load Condition 8: ASD DC(1+.14SD)+.7EQL Vertical Horizontal Moment -- Out of Plane -- Joint Reaction Reaction Reaction Reaction Moment Number ------ (kips) -------- (kips) --------- (in -kip) -------- (kips) -------- (in -kip) ------ 1 12.766 6.210 0.000 0.000 0.000 15 13.219 -11.367 0.000 0.000 0.000 16 3.277 0.013 0.000 -------- 0.000 0.000 SUM -------- 29.261 --------- -5.144 20 174113 CYCLE 1 • North Valley - Frame Q 10 BSP 08-03-09 21 174113 MODULE REVIEW DATA - DESIGN SUMMARY -------------- CYCLE 1 FRAME REACTIONS = Load Condition 9: ASD DC(1+.14SD)+.7EQR Vertical Horizontal Moment -- Out of Plane -- Joint Reaction Reaction Reaction Reaction Moment Number ------ (kips) -------- (kips) --------- (in -kip) -------- (kips) -------- (in -kip) ------ 1 14.810 11.384 0.000 0.000 0.000 15 11.183 -6.215 0.000 0.000 0.000 16 3.268 -0.025 0.000 0.000 0.000 SUM -------- 29.261 --------- 5.144 -------- NO 11 North Valley - Frame @ 10 BSP 08-03-09 22 174113 MODULE REVIEW DATA - DESIGN SUMMARY -------------- CYCLE 1 -------------------------------------------------------------------------------------------------------------- Lean-Col 16-17 Length 9.13 ft Angle of Member 90.00 deg Tube section Weight 124. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 9.13 46.0 3 3.04 ft 6.00 in 6.00 in 6.000 Width x0.188 Thk. 0.029 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 -------------------------------------------------------------------------------------------------------------- 5.51 -0.06 94.92 222.96 0.06 0.00 0.00 -0.01 31.42 1 Beam-MNT 2-17 Length 4.59 ft Angle of Member 11.06 deg Built-up section Weight 68. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 2.00 55.0 1 2.00 ft 6.00 in 12.00 in 6.000 X0.2500 0.1350 6.000 X0.2500 0..021 1 2 2.59 50.0 1 2.59 ft 12.00 in 12.00 in 6.000 X0.2500 0.1350 6.000 X0.2500 0.116 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 -0.21 -12.71 149.93 625.11 0.00 0.02 0.06 -1.06 17.56 1 2 -------------------------------------------------------------------------------------------------------------- -0.48 -66.84 136.30 584.15 0.00 0.11 0.14 -2.43 17.56 1 North Valley - Frame @ 10 s BSP MODULE REVIEW DATA - DESIGN SUMMARY -------------- 08-03-09 23 174113 CYCLE 1 Beam-MNT 17- 3 Length 8.86 ft Angle of Member 10.41 deg Built-up section Weight 137. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 8.86 55.0 3 2.95 ft 12.00 in 12.00 in 6.000 X0.2500 0.1350 6.000 X0.2500 0.109 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect.. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 0.54 -66.84 108.00 625.11 0.01 0.11 0.17 2.98 17.56 1 -------------------------------------------------------------------------------------------------------------- Beam-Col 1- 3 Length 10.75 ft Angle of Member 86.64 deg Built-up section Weight 338. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 10.75 55.0 3 3.58 ft 12.00 in 24.00 in 8.000 X0.3750 0.1880 8.000 X0.3750 0.722 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 24.01 -1737.09 178.75 2637.94 0.13 0.66 0.58 -13.38 23.21 1 -------------------------------------------------------------------------------------------------------------- North Valley - Frame Q 10 BSP 08-03-09 24 174113 MODULE REVIEW DATA - DESIGN SUMMARY CYCLE 1 -------------- -------------------------------------------------------------------------------------------------------------- Beam-MNT 3- 5 Length 22.42 ft Angle of Member 13.60 deg Built-up section Weight 791. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 22.42 55.0 6 3.74•ft 24.00 in 24.00 in 8.000 X0.3750 0.1880 8.000 X0.3750 0.703 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -= ---> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 19.45 -1737.09 216.46 2631.94 0.09 0.66 0.75 17.43 23.21 1 -------------------------------------------------------------------------------------------------------------- Beam-MNT 5- 7 Length 7.72 ft Angle of Member 90.00 deg Built-up section Weight 272. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 7.72 55.0 2 3.86 ft 24.00 in 24.00 in 8.000 X0.3750 0.1880 8.000 X0.3750 0.549 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 9.32 1388.72 196.93 . 2637.94 0.05 0.53 0.64 -14.84 23.21 1 -------------------------------------------------------------------------------------------------------------- North Valley - Frame a 10 BSP MODULE REVIEW DATA - DESIGN SUMMARY -------------- 08-03-09 25 174113 CYCLE 1 Beam-MNT 6- 7 Length 4.02 ft Angle of Member 5.43 deg Built-up section Weight 121. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 4.02 55.0 2 2.01 ft 9.75 in 21.75 in 8.000 X0.3750 0.1880 8.000 X0.3750 0.022 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 -0.21 -52.06 327.63 2403.27 0.00 0.02 0.08 -2.16 25.78 1 -------------------------------------------------------------------------------------------------------------- Beam-MNT 7- 8 Length 14.43 ft Angle of Member 14.04 deg Built-up section Weight 509. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress 'Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 14.43 55.0 4 3.61 ft 24.00 in 24.00 in 8.000 X0.3750 0.1880 8.000 X0.3750 0.100 9 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 10.46 -199.84 212.32 2637.94 0.05 0.08 0.18 -4.25 23.21 1 -------------------------------------------------------------------------------------------------------------- North Valley - Frame Q 10 BSP 08-03-09 26 174113 MODULE REVIEW DATA - DESIGN SUMMARY CYCLE 1 -------------- -------------------------------------------------------------------------------------------------------------- Beam-MNT 8- 9 Length 14.43 ft Angle of Member -14.04 deg Built-up section Weight 509. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 14.43 55.0 4 3.61 ft 24.00 in' 24.00 in 8.000 X0.3750 0.1880 8.000 X0.3750 0.149 8 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 10.66 -328.58 210.27 2637.94 0.05 0.12 0.20 -4.60 23.21 1 -------------------------------------------------------------------------------------------------------------- Beam-MNT 11- 9 Length. 7.72 ft Angle of Member 90.00 deg Built-up section Weight 272. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 7.72 55.0 2 3.86 ft 24.00 in 24.00 in 8.000 X0.3750 0.1880 8.000 X0.3750 0.442 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial .Bendg Shear (kips) (kips) Cond 1 8.44 -1111.51 196.93 2637.94 0.04 0.42 0.64 14.82 23.21 1 -------------------------------------------------------------------------------------------------------------- North Valley - Frame O 10 BSP 08-03-09 27 174113 MODULE REVIEW DATA - DESIGN SUMMARY CYCLE 1 -------------- Beam-MNT 11-13 Length 22.42 ft Angle of Member -13.60 deg Built-up section Weight 791. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 22.42 55.0 6 3.74 ft 24.00 in 24.00 in 8.000 X0.3750 0.1880 8.000 X0.3750 0.717 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 19.25 -1775.38 214.83 2637.94 0.09 0.67 0.71 -16.53 23.21 1 -------------------------------------------------------------------------------------------------------------- Beam-Col 15-13 Length 10.75 ft Angle of Member 93.36 deg Built-up section Weight 338. lb Sect. Length Yield No. Segment .Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 10.75 55.0 3 3.58 ft 12.00 in 24.00 in 8.000 X0.3750 0.1880 8.000 X0.3750 0.730 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 21.38 1775.38 178.75 2637.94 0.11 0.67 0.59 13.60 .23.21 1 ------------------- ------------------------------------------------------------------------------------------ TOTAL FRAME WEIGHT IS 4272.lbs. W North Valley - Frame O 10 BSP 08-03-09 MODULE REVIEW DATA - JOINT DEFLECTIONS ----------------- Joint Dflc for Load Comb 1: ASD DL+CLL+LL Weighted B2 Factor = 1.02 Vertical Horizontal Rotation Out -of -Plane Joint Deflection Deflection Angle Deflection Number (inches) (inches) (deg) (inches) ------ 1 -------- 0.00000 -------- 0.00000 -------- 0.27890 ----------- 0.00000 2 -0.02805 -0.20369 0.03169 0.00000 3 -0.00227 -0.20868 -0.16988 0.00000 5 -1.41379 0.11610 -0.11192 0.00000 6 -1.45530 0.13426 0.04734 0.00000 7 -1.41666 0.13061 0.04331 0.00000 . 8 -1.26473 0.08362 0.05620 0.00000 9 -1.13246 0.10749 0.02267 0.00000 11 -1.12986 0.17925 0.11673 0.00000 13 0.01285 0.43922 0.07289 0.00000 15 0.00000 0.00000 -0.38546 0.00000 16 0.00000 0.00000 0.10880 0.00000 17 -0.00523 -0.20805 0.00479 0.00000 28 174113 • • • s North Valley - Frame Q 10 BSP 08-03-09 MODULE REVIEW DATA - JOINT DEFLECTIONS ----------------- Joint Dflc for Load Comb 2: ASD GDL+WL1 29 174113 t Weighted B2 Factor = 0.99 Vertical Horizontal Rotation Out -of -Plane Joint Deflection Deflection Angle Deflection Number ------ (inches) -------- (inches) -------- (deg) (inches) 1 0.00000 0.00000 -------- -0.07397 ----------- 0.00000 2 0.01386 0.01855 -0.01579 0.00000 3 0.00443 0.02097 0.07975 0.00000 5 0.47813 -0.08686 0.00203 0.00000 6 0.53349 -0.02499 -0.06553 0.00000 7 0.47925 -0.01984 -0.06293 0.00000 8 0.31833 0.02438 -0.03722 0.00000 9 0.29806 0.02349 0.02305 0.00000 11 0.29728 0.05648 -0.00220 0.00000 13 0.00283 -0.00971 -0.04637 0.00000 15 0.00000 0.00000 0.03653 0.00000 16 0.00000 0.00000 -0.01083 0.00000 17 0.00287 0.02072 -0.00100 0.00000 29 174113 t IT, North Valley - Frame Q 10 BSP 08-03-09 MODULE REVIEW DATA - JOINT DEFLECTIONS ------------------ Joint Dflc for Load Comb 3: ASD GDL+WR1 Weighted B2 Factor = 0.97 Vertical Horizontal Rotation Out -of -Plane Joint Deflection Deflection Angle Deflection Number (inches) (inches) (deg) (inches) ------ 1 -------- 0.00000 -------- 0.00000 -------- 0.12458 ----------- 0.00000 2 0.01103 -0.31574 -0.01323 0.00000 3 0.02299 -0.31712 0.16972 0.00000 5 0.60323 -0.45221 -0.00961 0.00000 6 0.68545 -0.35929 -0.09808 0.00000 7 0.60417 -0.35157 -0.09456 0.00000 8 0.32949 -0.27873 -0.07619 0.00000 9 0.21011 -0.30422 -0.00033 0.00000 11 0.20900 -0.29560 -0.01261 0.00000 13 -0.01491 -0.34261 0.03639 0.00000 15 0.00000 0.00000 0.23620 0.00000 16 0.00000 0.00000 0.16440 0.00000 17 0.00406 -0.31437 0.00775 0.00000 30 174113 North Valley - Frame @ 10 BSP 08-03-09 31 174113 MODULE REVIEW DATA - JOINT DEFLECTIONS ----------------- Joint Dflc for Load Comb 4: ASD DL+CLL+.75(LL+WL2) Weighted B2 Factor = 1.01 Vertical Horizontal Rotation Out -of -Plane Joint Deflection Deflection Angle Deflection Number ------ (inches) -------- (inches) -------- (deg) -------- (inches) ----------- 1 0.00000 0.00000 0.17488 0.00000 2 -0.01039 -0.12621 0.01177 0.00000 3 -0.00203 -0.12742 -0.11482 0.00000 5 -0.96688 0.09491 -0.08356 0.00000 6 -0.98458 0.12185 0.01943 0.00000 7 -0.96879 0.12037 0.01750 0.00000 8 -0.90659 0.09845 0.02490 0.00000 9 -0.83763 0.10929 0.01452 0.00000 11 -0.83572 0.16274 0.08781 0.00000 13 0.01101 0.35537 0.04823 0.00000 15 0.00000 0.00000 -0.30509 0.00000 16 0.00000 0.00000 0.06681 0.00000 17 -0.00206 -0.12775 0.00118 0.00000 North Valley - Frame Q 10 BSP 08-03-09 MODULE REVIEW DATA - JOINT DEFLECTIONS ----------------- Joint Dflc for Load Comb 5: ASD DL+CLL+.75(LL+WR2) 32 174113 Weighted B2 Factor = 1.01 Vertical Horizontal Rotation Out -of -Plane Joint Deflection Deflection Angle Deflection Number (inches) (inches) (deg) (inches) ------ 1 -------- 0.00000 -------- 0.00000 -------- 0.33868 ----------- 0.00000 2 -0.01333 -0.40413 0.01455 0.00000 3 0.01349 -0.40863 -0.03848 0.00000 5 -0.85850 -0.20987 -0.09423 0.00000 6 -0.85266 -0.15506 -0.00904 0.00000 7 -0.86055 -0.15430 -0.01029 0.00000 8 -0.89895 -0.15092 -0.01000 0.00000 9 -0.91848 -0.16206 -0.00640 0.00000 11 -0.91683 -0.13066 0.07868 0.00000. 13 -0.00380 0.07962 0.11872 0.00000 15 0.00000 0.00000 -0.14130 0.00000 16 0.00000 0.00000 0.21254 0.00000 17 -0.00116 -0.40642 0.00861 0.00000 32 174113 0i & North Valley - Frame O 10 BSP 08-03-09 MODULE REVIEW DATA - JOINT DEFLECTIONS ----------------- Joint Dflc for Load Comb 6: ASD DL+CLL+WL2 Weighted B2 Factor = 1.00 Vertical Horizontal Rotation Out -of -Plane Joint Deflection Deflection Angle Deflection Number (inches) (inches) (deg) (inches) ------ 1 -------- 0.00000 -------- 0.00000 -------- 0.05823 ----------- 0.00000 2 0.00378 -0.04070 -0.00424 0.00000 3 -0.00123 -0.03919 -0.04623 0.00000 5 -0.40060 0.05315 -0.04114 0.00000 6 -0.39813 0.07772 -0.00382 0.00000 7 -0.40133 0.07803 -0.00386 0.00000 8 -0.41345 0.07824 -0.00193 0.00000 9 -0.40419 0.07781 0.00523 0.00000 11 -0.40329 0.10406 0.04367 0.00000 13 0.00659 0.19731 0.01844 0.00000 15 0.00000 0.00000 -0.16413 0.00000 16 0.00000 0.00000 0.02092 0.00000 17 0.00054 -0.04001 -0.00142 0.00000 33 174113 North Valley - Frame @ 10 BSP 08-03-09 MODULE REVIEW DATA - JOINT DEFLECTIONS ----------------- Joint Dflc for Load Comb 7: ASD DL+CLL+WR2 Weighted B2 Factor = 1.02 Vertical Horizontal Rotation Out -of -Plane Joint Deflection Deflection Angle Deflection Number (inches) (inches) (deg) (inches) ------ 1 -------- 0.00000 -------- 0.00000 -------- 0.26647 ----------- 0.00000 2 0.00042 -0.39268 -0.00112 0.00000 3 0.01837 -0:39525 0.04952 0.00000 5 -0.26586 -0.33225 -0.05405 0.00000 6 -0.23429 -0.27361 -0.03905 0.00000 7 -0.26678 -0.27051 -0.03818 0.00000 8 -0.40276 -0.23915` -0.04464 0.00000 9 -0.50190 -0.26650 -0.02036 0.00000 11 -0.50133 -0.26706 0.03242 0.00000 13 -0.01212 -0.15249 0.10667 0.00000 15 0.00000 0.00000 0.04466 0.00000 16 0.00000 0.00000 0.20546 0.00000 17 0.00174 -0.39288 0.00790 0.00000 34 174113 North Valley - Frame @ 10 BSP 08-03-09 35 174113 MODULE REVIEW DATA - JOINT DEFLECTIONS ----------------- Joint Dflc for Load Comb 8: ASD DC(1+.14SD)+.7EQL Weighted B2 Factor = 1.04 Vertical Horizontal Rotation Out -of -Plane Joint Deflection Deflection Angle Deflection Number ------ (inches) -------- (inches) -------- (deg) -------- (inches) 1 0.00000 0.00000 -0.04483 ----------- 0.00000 2 -0.00516 0.26466 0.00662 0.00000 3 -0.02367 0.26802 -0.22467 0.00000 5 -1.04695 0.50649 -0.04844 0.00000 6 -1.11197 0.46922 0.07668 0.00000 7 -1.04834 0.46319 0.07428 0.00000 8 -0.74681 0.38261 0.11718 0.00000 9 -0.45756 0.44932 0.06141 0.00000 11 -0.45570 0.54218 0.08580 0.00000 13 0.02972 0.64901 -0.08070 0.00000 15 0.00000 0.00000 -0.43609 0.00000 16 0.00000 0.00000 -0.13823 0.00000 17 -0.00311 0.26432 -0.00938 0.00000 North Valley - Frame @ 10 BSP 08-03-09 MODULE REVIEW DATA - JOINT DEFLECTIONS ----------------- Joint Dflc for Load Comb 9: ASD DC(1+.14SD)+.7EQR Weighted B2 Factor = 1.05 Vertical Horizontal Rotation Out -of -Plane Joint Deflection Deflection Angle Deflection Number (inches) (inches) (deg) (inches) ------ 1 -------- 0.00000 -------- 0.00000 -------- 0.38014 ----------- 0.00000 2 -0.02848 -0.51643 0.03137 0.00000 3 0.02153 -0.52589 0.02752 0.00000 5 -0.61763 -0.38197 -0.08421 0.00000 6 -0.60042 -0.32194 -0.02223 0.00000 7 -0.61965 -0.32010 -0.02463 0.00000 8 -0.74861 -0.29334 -0.05343 0.00000 9 -0.88826 -0.33355 -0.03647 0.00000 11 -0.88703 -0.34402 0.05117 0.00000 13 -0.01532 -0.14207 0.17094 0.00000 15 0.00000 0.00000 -0.01288 0.00000 16 0.00000. 0.00000 0.27264 0.00000 17 -0.00310 -0.52133 0.01538 0.00000 36 174113 North Valley - Frame @ 10 BSP 08-03-09 37 174113 lb CADocuments and Settings\bspark\Desktop\NortWalley5.bcf -1-1Z @ evet p 3, t4' 4--f-7 Cgc- F, v s ******************************************* * * * Auto/Steel Design * * * Butler Manufacturing Company * * * BC Frame * V5.0 January 2008 * * * Complying with AISC-2005 (13th) * * ******************************************* TITLE: North Valley - Frame @ 13, 1 BY: BSP DATE: 08-03-09 FILE NO.: 174113 ....DESIGN DATA ....DESIGN SUMMARY REPORT ....JOINT DEFLECTIONS ....SECTION PROPERTIES ....SPLICE SUMMARY REPORT Specialty ....(LAST CYCLE ONLY) ....(LAST CYCLE ONLY) 4W *** E X E C U T I O N 0 P T I O N S *** Stability Analysis per AISC-2005 EXECUTION MODE = REVIEW MAXIMUM NUMBER OF TRIALS = 1 UNITY CHECK RANGE = 0.950 TO 1.015 MAXIMUM SEGMENT SIZE = 4.000 ft. COEF. OF LINEAR EXPANSION = 0.0000065000 MOD. OF ELASTICITY,E = 29000000. psi WEB STIFFENERS = NO *** D E T A I L I N P U T E C H O *** ADS JOINTS ADS JOINT 1 12.58 0.00 1101 0.000 0.000 0.000 ADS JOINT 2 0.00 8.25 01 0.000 0.000 0.000 ADS JOINT 3 13.21 10.73 01 0.000 0.000 0.000 ADS JOINT 5 35.00 16.00 01 0.000 0.000 0.000 ADS JOINT 6 31.00 23.34 01 0.000 0.000 0.000 ADS JOINT 7 35.00 23.72 01 0.000 0.000 0.000 ADS JOINT 8 49.00 27.22 01 0.000 0.000 0.000 ADS JOINT 9 63.00 23.72 01 0.000 0.000 0.000 ADS JOINT 11 63.00 16.00 01 0.000 0.000 0.000 ADS JOINT 13 71.42 16.00 01 0.000 0.000 0.000 ADS JOINT 15 71.92 0.00 1101 0.000 0.000 0.000 ADS MEMBERS ADS MEMBERBC 1 3 0.12.00 0.00 0.00 0.00 0.00 0.0024.00 1 ADS SECTION 1 110 204 55.000 0.000 S1 ADS MEMBERBM 3 5 0.24.00 0.00 0.00 0.00 0.00 0.0024.00 1 ADS BRACE 4.0 9.OT 14.0 19.0 0.0 0.0 0.0 0.0 0.0 ADS SECTION 1 110 204 110 55.000 0.000 S1 ADS MEMBERBM 5 7 0.24.00 0.00 0.00 0.00 0.00 0.0024.00 1 ADS SECTION 1 110 204 55.000 0.000 S1 ADS MEMBERBM 6 7 0. 6.00 0.00 0.00 0.00 0.00 0.0015.00 1 ADS SECTION 1 110 204 55.000 0.000 ADS MEMBERBM 7 8 0.24.00 0.00 0.00 0.00 0.00 0.0024.00 1 ADS BRACE 5.0 9.OT 13.0 0.0 0.0 0.0 0.0 0.0 0.0 ADS SECTION 1 110 204 55.000 0.000 S1 ADS MEMBERBM 8 9 0.24.00 0.00 0.00 0.00 0.00 0.0024.00 1 ADS BRACE 1.0 5.OT 9.0 0.0 0.0 0.0 0.0 0.0 0.0 ADS SECTION 1 110 204 55.000 0.000 S1 ADS MEMBERBM 11 9 0.24.00 0.00 0.00 0.00 0.00 0.0024.00 1 ADS SECTION 1 110 204 55.000 0.000 ADS MEMBERBM 11 13 0.24.00 0.00 0.00 0.00 0.00 0.0024.00 1 ADS BRACE 3.0 8.0 13.OT 18.0 0.0 . 0.0 0.0 0.0 0.0 ADS SECTION 1 110 204 110 55.000 0.000 S1 ADS MEMBERBC 15 13 0.12.00 0.00 0.00 0.00 0.00 0.0024.00 1 ADS SECTION 1 110 204 55.000 0.000 S1 1MISSING LOADCOND CARD - WILL ASSUME LDCN CARDS FOLLOW ADS LOADION 0. 1.500 0.000 0. B 1.000 0.0 0.00 0.000 0. 1.000 0.000 0. 1.000 0.000 0. B 1.000 0.0 0.00 0.000 0. B 1.000 0.0 0.00 0.000 0. 1.000 SE 0.000 0. B 1.000 0.0 0.00 0.000 0. 1.500 SE 0.000 ASD LDCN1.00 1 100. DL 100. CL 100.. LL 0. DL+CLL+LL ASD LDCN1.00 2 60. DL 100. WLL 100. IP 0. .6DL+WL1 ASD LDCN1.00 3 60. DL 100. WLR 100. IP 0. .6DL+WR1 ASD LDCN1.00 4 100. DL 100: CL 75. LL 75. WLL DL+CLL+.75(LL+WL2) C 75 . IS 0 . 0. 0. lqLL+WR2) ASD LD. .00 5 100. DL 100. CL 75. LL 75. WLR DL+CLL+ C 75. IS 0. 0. 0. ASD LDCN1.00 6 100. DL 100. CL 100. WLL 100. IS DL+CLL+WL2 ASD LDCN1.00 7 100. DL 100. CL 100. WLR 100. IS DL+CLL+WR2 ASD LDCN1.00 8 107. DL 107. CL 70. EQ 0. DC(1+.14SD)+.7EQL ASD LDCN1.00 9 107. DL 107. CL -70. EQ 0. DC(1+.14SD)+.7EQR ADS LOADS ADS LOAD 3 5 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 ADS LOAD 6 7 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 ADS LOAD 7 8 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 ADS LOAD 8 9 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 ADS LOAD 11 13 DL GLOB Y UNIF 0.000 -0.100 0:000 0.000 ADS LOAD 3 5 CL GLOB Y UNIF 0.000 -0.200 0.000. 0.000 ADS LOAD 6 7 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 ADS LOAD 7 8 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 ADS LOAD 8 9 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 ADS LOAD 11 13 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 ADS LOAD 3 5 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 ADS LOAD 6 7 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 ADS LOAD 7 8 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 ADS LOAD 8 9 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 ADS LOAD 11 13 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 ADS LOAD 1 3 WLL GLOB X UNIF 0.000 0.151 0.000 0.000 ADS LOAD 3 5 WLL MEMB Y UNIF 0.000 0.217 0.000 0.000 ADS LOAD 5 7 WLL GLOB X UNIF 0.000 0.151 0.000 0.000 ADS LOAD 6 7 WLL MEMB Y UNIF 0.000 0.350 0:000 0.000 ADS LOAD 7 8 WLL MEMB Y UNIF 0.000 0.217 0.000 0.000 ADS LOAD 8 9 WLL MEMB Y UNIF 0.000 0.137 0.000 0.000 ADS LOAD 11 9 WLL GLOB X UNIF 0.000 0.118 0.000 0.000 ADS LOAD 11 13 WLL MEMB Y UNIF 0.000 0.137 0.000 0.000 ADS LOAD 15 13 WLL GLOB X UNIF 0.000 0.118 0.000 0.000 ADS LOAD 1 3 WLR GLOB X UNIF 0.000 -0.118 0.000 0.000 ADS LOAD 3 5 WLR MEMB Y UNIF 0.000 0.137 0.000 0.000 ADS LOAD 5 7 WLR GLOB X UNIF 0.000 -0.118 0.000 0.000 ADS LOAD 6 7 WLR MEMB Y UNIF 0.000 0.472 0.000 0.000 ADS LOAD 7 8 WLR MEMB Y UNIF 0.000 0.137 0.000 0.000 ADS LOAD 8 9 WLR MEMB Y UNIF 0.000 0.217 0.000 0.000 ADS LOAD 11 9 WLR GLOB X UNIF 0.000 -0.151 0.000 0.000 ADS LOAD 11 13 WLR MEMB Y UNIF 0.000 0.217 0.000 0.000 ADS LOAD 15 13 WLR GLOB X UNIF 0.000 -0.151 0.000 0.000 ADS LOAD 1 3 IP GLOB X UNIF 0.000 -0.057 0.000 0.000 ADS LOAD 3 5 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 ADS LOAD 5 7 IP GLOB X UNIF 0.000 -0.057 0.000 0.000 ADS LOAD 6 7 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 ADS LOAD 7 8 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 ADS LOAD 8 9 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 ADS LOAD 11 9 IP GLOB X UNIF 0.000 0.057 0.000 0.000 ADS LOAD 11 13 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 ADS LOAD 15 13 IP GLOB X UNIF 0.000 0.057 0.000 0.000 ADS LOAD 1 3 IS GLOB X UNIF 0.000 0.057 0.000 0.000 ADS LOAD 3 5 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 ADS LOAD 5 7 IS GLOB X UNIF 0.000 0.057 0.000 0.000 ADS LOAD 6 7 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 ADS LOAD 7 8 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 ADS LOAD 8 9 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 ADS LOAD 11 9 IS GLOB X UNIF 0.000 -0.057 0.000 0.000 ADS ADS L L 11 15 13 13 IS IS MEMB GLOB Y X UNIF UNIF 0.000 0.000 -0.057 -0.057 0. 0 0.000 0.000 • ADS L 3 5 EQ GLOB X CONC 0.000 2.650 0. 0.000 1 ADS L13 11 EQ GLOB X CONC ADS L 7 8 EQ GLOB X CONC ADS LO 9 8 EQ GLOB X CONC ADS END 0.000 2.650 0: 0.000 0.000 0:980 0. 0.000 0.000 0.980 0.0 0.000 North Valley - Frame Q 13, 1 BSP 08-03-09 1 174113 JOINT DATA JOINT X-COORD Y-COORD DEGREE -OF -FREEDOM OUT -OF -PLANE DOF NUMBER ft. ft. FIXITY FIXITY X Y Mz z Mx 1 12.580 0.000 1 1 0 1 2 0.000 8.250 0 0 0 1 3 13.210 10.730 0 0 0 1 5 35.000 16.000 0 0 0 1 6 31.000 23.340 0 0 0 1 7 35.000 23.720 0 0 0 1 8 49.000 27.220 0 0 0 1 9 63.000 23.720 0 0 0 1 11 63.000 16.000 0 0 0 1 13 71.420 16.000 0 0 0 1 15 71.920 0.000 1 1 0 1 (0 = FREE 1 = FIXED) (A,B,C = ELASTIC, A -Soft, B -Medium, C -Hard) North Valley - Frame Q 13, 1 BSP 08-03-09 2 174113 MEMBER DATA MEMBER RELEASES RELEASES YIELD NUMMEMBER at START at END STRESS (START_ END) TYPE X Y Mz X Y Mz ksi 1- 3 Beam -Col 0 0 0 0 0 0 55.0 3- 5 Beam-MNT 0 0 0 0 0 0 55.0 5- 7 Beam-MNT 0 0 0 0 0 0 55.0 6- 7 Beam-MNT 0 0 0 0 0 0 55.0 7- 8 Beam-MNT 0 0 0 0 0 0 55.0 8- 9 Beam-MNT 0 0 0 0 0 0 55.0 11 - 9 Beam-MNT 0 0 0 0 0 0 55.0 11 - 13 Beam-MNT 0 0 0 0 0 0 55.0 15 - 13 Beam -Col 0 0 0 0 0 0 55.0 ( 1 = RELEASE 0 = NO RELEASE ) Memb-Typ Description Notional Load EI EA -------- Beam-Col ----------- ------------- Beam Col Yes ----- 0.8EI ----- 0.8EA Lean -Col Lean -on -Col Yes EI EA Beam-MNT Beam w/end moment No 0.8EI EA Beam -SMP Simple beam No EI EA Bracing Bracing member No EI 0.8EA 08-03-09 2 174113 North Valley - Frame @ 13, 1 BSP 08-03-09 3 174113 LOADS -------------------------- APPLIED TO STRUCTURE START END GROUP SYSTEM DIR. TYPE DIST. to LOAD INT. LOAD FINAL INT. LOAD ID. JOINT JOINT LOAD kips,klf LENGTH ft in -kips ft -------------------------------------------------------------------------------------------------------------------- 1 3 WLL GLOB X UNIF 0.000 0.151 0.000 0.000 1 3 WLR GLOB X UNIF 0.000 -0.118 0.000 0.000 1 3 IP GLOB X UNIF 0.000 -0.057 0.000 0.000 1 3 IS GLOB X UNIF 0.000 0.057 0.000 0.000 .3 5 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 3 5 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 3 5 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 3 5 WLL MEMB Y UNIF 0.000 0.217 0.000 0.000 3 5 WLR MEMB Y UNIF 0.000 0.137 0.000 0.000 3 5 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 3 5 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 3 5 EQ GLOB X CONC 0.000 2.650 0.000 0.000 5 7 WLL GLOB X UNIF 0.000 0.151 0.000 0.000 5 7 WLR GLOB X UNIF 0.000 -0.118 0.000 0.000 5 7 IP GLOB X UNIF 0.000 -0.057 0.000. 0.000 5 7 IS GLOB X UNIF 0.000 0.057 0.000 0.000 6 7 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 6 7 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 6 7 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 6 7 WLL MEMB Y UNIF 0.000 0.350 0.000 0.000 6 7 WLR MEMB Y UNIF 0.000 0.472 0.000 0.000 6 7 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 6 7 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 7 8 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 7 8 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 7 8 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 7 8 WLL MEMB Y UNIF 0.000 0.217 0.000 0.000 7 8 WLR MEMB Y UNIF 0.000 0.137 0.000 0.000 7 8 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 7 8 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 7 8 EQ GLOB X CONC 0.000 0.980 0.000 0.000 8 9 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 8 9 CL GLOB Y 'UNIF 0.000 -0.200 0.000 0.000 8 9 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 8 9 WLL MEMB Y UNIF 0.000 0.137 0.000 0.000 North Valley - Frame @ 13, 1 BSP 08-03-09 4 174113 LOADS APPLIED TO STRUCTURE -------------------------- START END GROUP SYSTEM DIR. TYPE DIST. to LOAD INT. LOAD FINAL INT. LOAD ID. JOINT JOINT LOAD kips,klf LENGTH ft in -kips ft --------------------------------------------------------------------------------------------------------------------- 8 9 WLR MEMB Y UNIF 0.000 0.217 0.000 0.000 8 9 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 8 9 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 9 8 EQ GLOB X CONC 0.000 0.980 0.000 0.000 11 9 WLL GLOB X UNIF 0.000 0.118 0.000 0.000 11 9 WLR GLOB X UNIF 0.000 -0.151 0.000 0.000 11 9 IP GLOB X UNIF 0.000 0.057 0.000 0.000 11 9 IS GLOB X UNIF 0.000 -0.057 0.000 0.000 11 13 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 11 13 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 11 13 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 11 13 WLL MEMB Y UNIF 0.000 0.137 0.000 0.000 11 13 WLR MEMB Y UNIF 0.000 0.217 0.000 0.000 11 13 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 11 13 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 13 11 EQ GLOB X CONC 0.000 2.650 0.000 0.000 15 13 WLL GLOB X UNIF 0.000 0.118 0.000 0.000 15 13 WLR GLOB X UNIF 0.000 -0.151 0.000 0.000 15 13 IP GLOB X UNIF 0.000 0.057 0.000 0.000 15 13 IS GLOB X UNIF 0.000 -0.057 0.000 0.000 s North Valley - Frame @ 13, 1 BSP 08-03-09 5 174113 LOAD COMBINATIONS ----------------- LCN LOAD CONDITION ALLOW LOADING GROUP 1 LOADING GROUP 2 LOADING GROUP 3 LOADING GROUP 4 NO. Typ INCREASE PERCENT 5 or 9 PERCENT 6 or 10 PERCENT 7 or it PERCENT 8 or 12 -------------------------------------------------------------------------------------------------------------------- 1 ASD - DL+CLL+LL 1.00 100.00 DL 100.00 CL 100.00 LL 2 ASD - .6DL+WL1 1.00 60.00 DL 100.00 WLL 100.00 IP 3 ASD - .6DL+WR1 1.00 60.00 DL 100.00 WLR 100.00 IP 4 ASD - DL+CLL+.75(LL+WL2) 1.00 100.00 DL 100.00 CL 75.00 LL 75.00 WLL 75.00 IS 0.00 0.00 0.00 5 ASD - DL+CLL+.75(LL+WR2) 1.00 100.00 DL 100.00 CL 75.00 LL 75.00 WLR 75.00 IS 0.00 0.00 0.00 6 ASD - DL+CLL+WL2 1.00 100.00 DL 100.00 CL 100.00 WLL 100.00 IS 7 ASD - DL+CLL+WR2 1.00 100.00 DL 100.00 CL 100.00 WLR 100.00 IS 8 ASD - DC(1+.14SD)+.7EQL 1.00 107.00 DL 107.00 CL 70.00 EQ 9 ASD - DC(1+.14SD)+.7EQR 1.00 107.00 DL 107.00 CL -70.00 EQ 0 . 0,31 0� f North Valley - Frame @ 13, 1 BSP GENERATED NOTIONAL LOADS ------------------------ 08-03-09 6 174113 Notional Loads for Load Comb. 1: ASD DL+CLL+LL Start End Coord Dir. Type Dist. to Load Int. JT JT Sys. Load(ft) (kips) 1 3 GLOB X CONC 10.748 0.059 15 13 GLOB X CONC 16.008 0.056 ---------------------------------------------------- Sum: 0.115 ( = or > 0.002 x 1.6Yi) Notional Loads for Load Comb. 2: ASD .6DL+WL1 Start End Coord Dir. Type Dist. to Load Int. JT JT Sys. Load(ft) (kips) ---------------------------------------------------- 1 3 GLOB X CONC 10.748 -0.025 15 13 GLOB X CONC 16.008 -0.015 ---------------------------------------------------- Sum: -0.040 ( = or > 0.002 x 1.6Yi) Notional Loads for Load Comb. 3: ASD .6DL+WR1 Start End Coord Dir. Type Dist. to Load Int. JT ---------------------------------------------------- JT Sys. Load(ft) (kips) 1 3 GLOB X CONC 10.748 -0.013 15 13 GLOB X CONC 16.008 -0.024 ------------------------------------------------ Sum: - --- -0.037 ( = or > 0.002 x 1.6Yi) Notional Loads for Load Comb. 4: ASD DL+CLL+.75(LL+WL2) Start End Coord Dir. Type Dist. to Load Int. JT ---------------------------------------------------- JT Sys. Load(ft) (kips) 1 3 GLOB X CONC 10.748 0.038 15 13 GLOB X CONC 16.008 0.042 ----------------------------------- - ---------------- Sum: 0.080 ( = or > 0.002 x 1.6Yi) 0 North Valley - Frame Q 13, 1 BSP 08-03-09 7 174113 GENERATED NOTIONAL LOADS ------------------------ Notional Loads for Load Comb. 5: ASD DL+CLL+.75(LL+WR2) Start End Coord Dir. Type Dist. to Load Int. JT JT Sys. Load(ft) (kips) ---------------------------------------------------- 1 3 GLOB X CONC 10.748 0.047 15 13 GLOB X CONC 16.008 0:035 ---------------------------------------------------- Sum: 0.082 ( = or > 0.002 x 1.6Yi) Notional Loads for Load Comb. 6: ASD DL+CLL+WL2 Start End Coord Dir. Type Dist. to Load Int. JT JT Sys. Load(ft) (kips) ---------------------------------------------------- 1 3 GLOB X CONC 10.748 0.013 15 13 GLOB X CONC 16.008 0.021 ---------------------------------------------------- Sum: 0.034 ( = or > 0.002 x 1.6Yi) Notional Loads for Load Comb. 7: ASD DL+CLL+WR2 Start End Coord Dir. Type Dist. to Load Int. JT JT Sys. Load(ft) (kips) ---------------------------------------------------- 1 3 GLOB X CONC 10.748 -0.025 15 13 GLOB X CONC 16.008 -0.012 ------------=--------------------------------------- Sum: -0.037 ( = or > 0.002 x 1.6Yi) Notional Loads for Load Comb. 8: ASD DC(1+.14SD)+.7EQL Start End Coord Dir. Type Dist. to Load Int. JT JT Sys. Load(ft) (kips) ---------------------------------------------------- 1 3 GLOB X CONC 10.748 0.030 15 13 GLOB X CONC 16.008 0.038 --------------------------------------------7------- Sum: 0.067 ( = or > 0.002 x 1.6Yi) North Valley - Frame @ 13, 1 BSP s GENERATED NOTIONAL LOADS ------------------------ Notional Loads for Load Comb. 9: ASD DC(1+.14SD)+.7EQR 08-03-09 8 174113 Start End Coord Dir. Type Dist. to Load Int. JT ---------------------------------------------------- JT Sys. Load(ft) (kips) 1 3 GLOB X CONC 10.748 0.041 15 ---------------------------------------------------- 13 GLOB X CONC 16.008 0.028 Sum: 0.069 ( = or > 0.002 x 1.6Yi) • L'L L SEL'0 ZT6'0 ZT6'0 L9'EZT LO'Z LO'Z 9L'T 66'6 TO'ZE 8T'1,EOT LE'OT 00'1,Z ZL'L +L L'L L S£L'0 ZT6'O ZT6'0 L9'EZT LO'Z LO'Z 9L'T 66'6 TO•Z£ 8T•1,EOT L£'OT 00'1,Z 6L'S OTT L'L L SEL'0 ZT6'0 ZT6'O L9'EZT LO'Z LO'Z 9L'T 66'6 TO'ZE 8T•1,EOT L£'OT 00.1,Z E6 'T 60T. 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T 'ON daawsw T HHS IN HZOxO ------------------ saimdadoud NOIZOHS - VJVa MHIAald H MCOW ETT1,LT 6 60-EO-80 dS8 T 'ET 8 awea3 - AaTTeA 141aON J, • North Valley - Frame @ 13, 1 BSP 08-03-09 10 174113 MODULE REVIEW DATA - SECTION PROPERTIES CYCLE NUMBER 1 ------------------ MEMBER NO. 6 - 7 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 48.22 in In -Plane R = 4.62 in Section No. 1 Outer Flange = 8.000 x0.375 Web =0.188 Inner Flange = 8.000 x0.375 Analysis Dist Depth Area Ix Iy Rx Ry RTo RTi H/t Lubo Lubi Point (ft) (in) (in2) (in4) (in4) (in) (in) (in) (in) Ratio Qso Qsi Qa (ft) (ft) 6* 0.00 6.00 6.99 49.80 32.00 2.67 2.14 2.20 2.20 27.93 1.000 1.000 1.000 4.0 4.0 111 1.00 8.25 7.41 99.70 32.00 3.67 2.08 2.20 2.20 39.89 1.000 1.000 1.000 4.0 4.0 112 3.01 12.75 8.26 256.85 32.01 5.58 1.97 2.20 2.20 63.83 0.988 0.988 1.000 4.0 4.0 7* 4.02 15.00 8.68 366.24 32.01 6.50 1.92 2.20 2.20 75.80 0.970 0.970 1.000 4.0 4.0 MEMBER NO. 7- 8 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 173.17 in In -Plane R = 9.99 in Section No. 1 Outer Flange = 8.000 x0.375 Web =0.188 Inner Flange = 8.000 x0.375 7* 0.00 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.726 5.0 5.0 113 1.80 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.726 5.0 5.0 114 5.41 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.723 4.0 8.0 115 9.02 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.723 4.0 8.0 116 12.63 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.723 4.0 8.0 8* 14.43 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912. 0.912 0.721 1.4 1.4 MEMBER NO. 8- 9 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 173.17 in In -Plane R- 9.99 in Section No. 1 Outer Flange = 8.000 x0.375 Web =0.188 Inner Flange = 8.000 x0.375 8* 0.00 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.721 1.0 1.0 117 1.80 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.723 4.0 8.0 118 5.41 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.723 4.0 8.0 119 9.02 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.727 5.4 5.4 120 12.63 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123:67 0.912 0.912 0.727 5.4 5.4 9* 14.43 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.727 5.4 5.4 MEMBER NO. 11- 9 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 92.64 in In -Plane R = 9.99 in Section No. 1 Outer Flange = 8.000 x0.375 Web =0.188 Inner Flange = 8.000 x0.375 11* 0.00 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.735 7.7 7.7 121 1.93 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.735 7.7 7.7 122 5.79 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.735 7.7 7.7 9* 7.72 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.735 7.7 7.7 i►� IT North Valley - Frame @ 13, 1 BSP 08-03-09 11 174113 MODULE REVIEW DATA - SECTION PROPERTIES CYCLE NUMBER 1 ------------------ MEMBER NO. 11 - 13 Out -of -Plane K = 1.000 In-P1ane*K = 1.000 In -Plane L = 101.04 in In -Plane R = 9.99 in Section No. 1 Outer Flange = 8.000 x0.375 Web =0.188 Inner Flange = 8.000 x0.375 Analysis Dist Depth Area Ix Iy Rx Ry RTo RTi H/t Lubo Lubi Point (ft) (in) (in2) (in4) (in4) (in) (in) (in) (in) Ratio Qso Qsi Qa (f t) (ft) 11* 0.00 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.722 3.0 3.0 123 1.40 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.722 3.0 3.0 124 4.21 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.726 5.0 5.0 125 7.02 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.726 5.0 5.0 13* 8.42 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.726 5.0 10.0 MEMBER NO. 15- 13 Out -of -Plane K = 1.000 In -Plane K = 1.500 In -Plane L = 192.09 in In -Plane R = 7.67 in Section No. 1 Outer Flange = 8.000 x0.375 Web =0.188 Inner Flange = 8.000 x0.375 15* 0.00 12.00 8.11 225.09 32.01 5.27 1.99 2.13 2.13 59.84 0.995 0.995 0.966 16.0 16.0 126 1.60 13.20 8.34 277.02 32.01 5.76 •1.96 2.13 2.13 66.22 0.984 0.984 0.947 16.0 16.0 127 4.80 15.60 8.79 399.08 32.01 6.74 1.91 2.13 2.13 78.99 0.965 0.965 0.909 16.0 16.0 128 8.00 18.00 9.24 546.45 32.01 7.69 1.86 2.13 2.13 91.76 0.948 0.948 0.874 16.0 16.0 129 11.21 20.40 9.69 720.44 32.01 8.62 1.82 2.13 2.13 104.52 0.932 0.932 0.837 16.0 16.0 130 14.41 22.80 10.15 922.35 32.01 9.53 1.78 2.13 2.13 117.29 0.918 0.918 0.803 16.0 16.0 13* 16.01 24.00 10.37 1034.18 32.01 9.99 1.76 2.13 2.13 123.67 0.912 0.912 0.787 16.0 16.0 • • • • North Valley - Frame @ 13, 1 BSP 08-03-09 12 174113 SPLICE SUMMARY -------------- LCN Comb Load Conditions Analysis Moment Thrust Shear Out -of -Plane Out -of -plane No. ----------- Typ -------------------------------------------------------------------------------------------- Point in -kips kips kips Moment(in-kip) Shear(kip) I ASD DL+CLL+LL 1 -0.06 17.94 -7.48 0.00 0.00 2 ASD .6DL+WL1 -1 0.06 -7.62 4.02 0.00 0.00 3 ASD .6DL+WR1 1 -0.06 -4.11 -1.29 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 1 -0.06 11.46 -3.23 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 1 -0.06 14.14 -7.36 0.00 0.00 6 ASD DL+CLL+WL2 1 0.06 3.99 0.39 0.00 0.00 7 ASD DL+CLL+WR2 1 -0.06 7.55 -5.08. 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 1 -0.06 9.10 -1.36 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 1 -0.06 12.27 -7.58 0.00 0.00 1 ASD DL+CLL+LL 3 -958.48 12.52 15.09 0.00 0.00 2 ASD .6DL+WL1 3 455.34 -5.11 -6.33 0.00 0.00 3 ASD .6DL+WR1 3 -46.18 -1.76 -3.86 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 3 -522.44 8.15 9.68 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 3 -912.58 10.70 11.55 0.00 0.00 6 ASD DL+CLL+WL2 3 -94.11 2.99 3.41 0.00 0.00 7 ASD DL+CLL+WR2 3 -610.91 6.37 5.90 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 3 -175.33 4.07 7.89 0.00 0.00 9 -ASD DC(1+.14SD)+.7EQR 3 -973.15 10.80 10.00 0.00 0.00 1 ASD DL+CLL+LL 5 1515.32 5.36 -8.64 0.00 0.00 2 ASD .6DL+WL1 5 -598.54 -2.75 4.91 0.00 0.00 3 ASD .6DL+WR1 5 -675.86 -1.30 1.B2 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 5 1033.10 3'.10 -5.03 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 5 970.39 4.23 -7.38 0.00 0.00 6 ASD DL+CLL+WL2 5 425.08 0.76 -1.27 0.00 .0.00 7 ASD DL+CLL+WR2 5 342.30 2.26 -4.38 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 5 1002.03 1.80 -3.86 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 5 781.54 4.61 -6.40 0.00 0.00 c- North Valley - Frame Q 13, 1 BSP 08-03-09 13 .174113 SPLICE SUMMARY -------------- LCN Comb Load Conditions Analysis Moment Thrust Shear Out -of -Plane Out-of-plane- ut-of-planeNo. No. -------------------------------------------------------------------------------------------------------- Typ Point in -kips kips kips Moment(in-kip) Shear(kip) 1 ASD DL+CLL+LL 7 660.54 9.17 0.95 0.00 0.00 2 ASD 6DL+WL1 7 -143.69 -4.54 -0.28 0.00 0.00 3 ASD .6DL+WR1 7 -399.26 -3:13 1.37 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 7 485.64 6.47 0.48 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 7 286.22 7.57 1.74 0.00 0.00 6 ASD DL+CLL+WL2 7 232.63 2.86 0.03 0.00 0.00 7 ASD DL+CLL+WR2 7 -30.79 4.30 '1.72 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 7 612.83 3.87 -0.62 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 7 157.18 7.02 1.82 0.00 0.00 1 ASD DL+CLL+LL 8 165.60 9.52 -2.48 0.00 0.00 2 ASD .6DL+WL1' 8 76.88 -5.53 0.26 0.00 0.00 3 ASD .6DL+WR1 8 6.72 -4.52 1.35 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 8 134.01 6.34 -1.77 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 8 79.06 7.12 -0.89 0.00 0.00 6 ASD DL+CLL+WL2 8 74.32 2.47 -0.80 0.00 0.00 7 ASD DL+CLL+WR2 8 2.59 3.49 0.35 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 8 114.52 5.41 -2.95 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 8 82.37 5.87 0.09 0.00 0.00 1 ASD DL+CLL+LL 9 918.05 12.40 8.58 0.00 0.00 2 ASD .6DL+WL1 9 -291.54 -3.46 -4.63 0.00 0.00 3 ASD .6DL+WR1 9 -510.56 -5.40 -3.10 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 9 678.21 9.28 5.90 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 9 506.33 7.79 7.10 0.00 0.00 6 ASD DL+CLL+WL2 9 327.17 4.57 2.47 0.00 0.00 7 ASD DL+CLL+WR2 9 99.71 2.59 4.03 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 9 785.04 8.75 5.20 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 9 291.21 5.95 5.02 0.00 0.00 t North Valley - Frame @ 13, 1 BSP 08-03-09 14 174113 SPLICE SUMMARY -------------- LCN Comb Load Conditions Analysis Moment Thrust Shear Out -of -Plane Out -of -plane No. ------ Typ ------ --- ------ -------- ----- Point ----- ------ --- in -kips ------ ---------- kips ------- kips -------------- Moment(in-kip) ----- Shear(kip) 1 ASD DL+CLL+LL 11 -121.64 8.66 -12.43 -------- 0.00 ------- 0.00 2 ASD .6DL+WL1 11 -74.27 -3.27 3.45 0.00 0.00 3 ASD .6DL+WR1 11 189.52 -3.82 5.40 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 11 -114.14 6.30 -9.30 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 11 95.72 5.92 -7.80 0.00 0.00 6 ASD DL+CLL+WL2 11 -76.08 2.95 -4.57 0.00 0.00 7 ASD DL+CLL+WR2 11 199.56 2.43 -2.59 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 11 -302.61 5:24 -8.76 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 11 173.61 5.03 -5.96 0.00 0.00 1 ASD DL+CLL+LL 15 0.06 17.21 8.48 .0.00 0.00 2 ASD .6DL+WL1 15 -0.06 -4.60 -0.32 0.00 0.00 3 ASD .6DL+WRl 15 -0.06 -7.36 -5.02 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 15 0.06 13.03 6.85 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 15 0.06 10.92 3.19 0.00 0.00 6 ASD DL+CLL+WL2 15 0.06 6.54 3.79 0.00 0.00 7 ASD DL+CLL+WR2 15 -0.06 3.74 -1.03 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 15 0.06 11.67 6.96 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 15 0.06 8.74 2.96 0.00 0.00 1 ASD DL+CLL+LL 13 1605.73 17.21 8.19 0.00 0.00 2 ASD .6DL+WL1 13 -331.83 -4.68 -3.12 0.00 0.00 3 ASD .6DL+WR1 13 -826.29 -7.32 -3.56 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 13 1231.21 13.01 5.94 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 13 845.61 11.00 5.58 0.00 0.00 6 ASD DL+CLL+WL2 13 631.33 6.51 2.76 0.00 0.00 7 ASD DL+CLL+WR2. 13 121.87 3.84 2.30 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 13 1323.25 11.67 6.79 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 13 565.00 8.74 2.90 0.00 0.00 n v W North Valley - Frame @ 13, 1 BSP 08-03-09 15 174113 MODULE REVIEW DATA - DESIGN -------------- SUMMARY CYCLE 1 FRAME REACTIONS - Load Condition 1: ASD DL+CLL+LL Vertical Horizontal Moment -- Out of Plane -- Joint Reaction Reaction Reaction Reaction Moment Number ------ (kips) -------- (kips) --------- (in -kip) -------- (kips) -------- (in -kip) ------ 1 17.462 8.623 0.000 0.000 0.000 15 16.945 -8.694 0.000 0.000 0.000 _ SUM -------- 34.407 --------- -0.071 -------- FRAME REACTIONS - Load Condition 2: ASD .6DL+WL1 Vertical Horizontal Moment -- Out of Plane -- Joint Reaction Reaction Reaction Reaction Moment Number ------ (kips) -------- (kips) --------- (in -kip) -------- (kips) -------- (in -kip) ------ 1 -7.376 -4.464 0.000 0.000 0.000 15 -4.585 0.479 0.000 0.000 0.000 sum -------- -11.961 --------- -3.985 -------- s, W.. North Valley - Frame @ 13, 1 BSP 08-03-09 MODULE REVIEW DATA - DESIGN SUMMARY -------------- FRAME REACTIONS - Load Condition 3: ASD .6DL+WR1 Vertical Horizontal Moment -- Out of Plane -- Joint Reaction Reaction Reaction Reaction Moment Number ------ (kips) -------- (kips) --------- (in -kip) -------- (kips) -------- (in -kip) ------ 1 -4.178 1.090 0.000 0.000 0.000 15 -7.201 5.339 0.000 0.000 0.000 SUM -------- -11.379 --------- 6.429 -------- FRAME REACTIONS - Load Condition 4: ASD DL+CLL+.75(LL+WL2) Vertical Horizontal Moment -- Out of Plane -- Joint Reaction Reaction Reaction Reaction Moment Number ------ (kips) -------- (kips) --------- (in -kip) -------- (kips) -------- (in -kip) ------ 1 11.248 3.967 0.000 0.000 0.000 15 12.817 -7.058 0.000 0.000 0.000 SUM -------- 24.065 --------- -3.091 -------- 16 174113 CYCLE 1 c", (i I, North Valley - Frame Q 13, 1 BSP 08-03-09 MODULE REVIEW DATA - DESIGN SUMMARY -------------- FRAME REACTIONS - Load Condition 5: ASD DL+CLL+.75(LL+WR2) Vertical Horizontal Moment -- Out of Plane -- Joint Reaction Reaction Reaction Reaction Moment Number ------ (kips) -------- (kips) --------- (in -kip) -------- (kips) -------- (in -kip) ------ 1 13.681 8.164 0.000 0.000 0.000 15 10.821 -3.444 0.000 0.000 0.000 SUM -------- 24.501 --------- 4.720 -------- FRAME REACTIONS - Load Condition 6: ASD DL+CLL+WL2 Vertical Horizontal Moment -- Out of Plane -- Joint Reaction Reaction Reaction Reaction Moment Number ------ (kips) -------- (kips) --------- (in -kip) -------- (kips) -------- (in -kip) ------ 1 4.003 -0.132 0.000 0.000 0.000 15 6.421 -3.943 0.000 -------- 0.000 0.000 SUM -------- 10.423 --------- -4.076 17 174113 CYCLE 1 • • 1�rl North Valley - Frame @ 13, 1 BSP 08-03-09 MODULE REVIEW DATA - DESIGN SUMMARY -------------- FRAME REACTIONS - Load Condition 7: ASD DL+CLL+WR2 Vertical Horizontal Moment -- Out of Plane -- Joint Reaction Reaction Reaction Reaction Moment Number ------ (kips) -------- (kips) --------- (in -kip) -------- (kips) -------- (in -kip) ------ 1 7.238 5.477 0.000 0.000 0.000 15 3.767 0.908 0.000 0.000 0.000 SUM -------- 11.005 --------- 6.384 -------- FRAME REACTIONS - Load Condition 8: ASD DC(1+.14SD)+.7EQL Vertical Horizontal Moment -- Out of Plane -- Joint Reaction Reaction Reaction Reaction Moment Number ------ (kips) -------- (kips) --------- (in -kip) -------- (kips) -------- (in -kip) ------ 1 8.999 1.992 0.000 0.000 0.000 15 11.454 -7.116 0.000 0.000 0.000 SUM -------- 20.453 --------- -5.124 -------- 18 174113 CYCLE 1 • North Valley - Frame Q 13, 1 BSP 08-03-09 MODULE REVIEW DATA - DESIGN -------------- SUMMARY FRAME REACTIONS - Load Condition 9: ASD DC(1+.14SD)+.7EQR Vertical Horizontal Moment -- Out of Plane -- Joint Reaction Reaction Reaction Reaction Moment Number ------ (kips) -------- (kips) --------- (in -kip) -------- (kips) -------- (in -kip) ------ 1 11.804 8.235 0.000 0.000 0.000 15 8.649 -3.196 0.000 0.000 0.000 SUM -------- 20.453 --------- 5.039 -------- 19 174113 CYCLE 1 North Valley - Frame Q 13, 1 BSP 08-03-09 20 174113 MODULE REVIEW DATA - DESIGN SUMMARY CYCLE 1 -------------- -------------------------------------------------------------------------------------------------------------- Beam-Col 1- 3 Length 10.75 ft Angle of Member 86.64 deg Built-up section Weight 338. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 10.75 55.0 3 3.58 ft 12.00 in 24.00 in 8.000 X0.3750 0.1880 8.000 X0.3750 0.411 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 17.94 -958.48 178.75 2637.94 0.09 0.36 0.32 -7.53 23.21 9 -------------------------------------------------------------------------------------------------------------- Beam-MNT 3- 5 Length 22.42 ft Angle of Member 13.60 deg Built-up section Weight 791. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 22.42 55.0 6 3.74 ft 24.00 in 24.00 in 8.000 X0.3750 0.1880 8.000 X0.3750 0.597 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 9.68 1515.32 216.66 2637.94 0.04 0.57 0.65 15.09 23.21 1 -------------------------------------------------------------------------------------------------------------- �1� North Valley - Frame Q 13, 1 BSP 08-03-09 21 174113 MODULE REVIEW DATA - DESIGN SUMMARY CYCLE 1 -------------- Beam-MNT 5- 7 Length 7.72 ft Angle of Member 90.00 deg Built-up section Weight 272. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 7.72 55.0 2 3.86 ft 24.00 in 24.00 in 8.000 X0.3750 0.1880 8.000 X0.3750 0.587 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 5.36 1515.32 196.93 2637.94 0.03 0.57 0.37 -8.67 23.21 1 ----------------------------------------------"---------------------------------------------------------------- Beam-MNT 6- 7 Length 4.02 ft Angle of Member 5.43 deg Built-up section Weight 107. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 4.02 55.0 2 2.01 ft 6.00 in 15.00 in 8.000 X0.3750 0.1880 8.000 X0.3750 0.032 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Regd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 -0.21 -------------------------------------------------------------------------------------------------------------- -52.03 285.84 1621.87 0.00 0.03 0.06 -2.16 38.61 1 North Valley - Frame Q 13, 1 BSP Max Shear -----> 08-03-09 22 174113 Axial Bending Reqd MODULE REVIEW DATA - DESIGN SUMMARY -------------- CYCLE 1 ------------------------------------------------------------------------------------------------------------ Beam-MNT 7- 8 Length 14.43 ft Angle of Member 14.04 deg Built-up section Weight 509. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 14.43 55.0 4 3.61 ft 24.00 in 24.00 in 8.000 X0.3750 0.1880 8.000 X0.3750 0.275 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Regd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 8.94 -------------------------------------------------------------------------------------------------------------- 670.74 212.32 2637.94 0.04 0.25 0.29 -6.65 23.21 1 Beam-MNT 8- 9 Length 14.43 ft Angle of Member -14.0 Sect. Length Yield No. Segment Depth at Depth at No. (ft) Stress Seg Size Start End 1 14.43 55.0 4 3:61 ft 24.00 in 24.00 in (Controlling Actions) 4 deg Built-up section Weight 509. lb Outer Flange Web thk Comb.Strng Load or Pipe/Tube (in) Inner Flange Ratio Cond 8.000 X0.3750 0.1880 8.000 X0.3750 0.375 1 <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 11.41 -918.05 -------------------------------------------------------------------------------------------------------------- 210.27 2637.94 0.05 0.35 0.43 -10.02 23.21 1 0. North Valley - Frame @ 13, 1 BSP 08-03-09 23 174113 MODULE REVIEW DATA - DESIGN SUMMARY -------------- CYCLE 1 -----------------------------------------------------------=------------------------------------------------ Beam-MNT 11- 9 Length 7.72 ft Angle of Member 90.00 deg Built-up section Weight 272. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 7.72 55.0 2 3.86 ft 24.00 in 24.00 in 8.000 X0.3750 0.1880 8.000 X0.3750 0.378 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 12.40 918.05 196.93 2637.94 0.06 0.35 0.37 8.61 23.21 1 -------------------------------------------------------------------------------------------------------------- Beam-MNT 11-13 Length 8.42 ft Angle of Member 0.00 deg Built-up section Weight 297. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 8.42 55.0 3 2.81 ft 24.00 in 24.00 in 8.000 X0.3750 0.1880 8.000 X0.3750 0.629 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 8.66 -1605.73 212.32 2432.54 0.04 0.61 0.73 -16.94 23.21 1 -------------------------------------------------------------------------------------------------------------- � s t North Valley - Frame Q 13, 1 BSP 08-03-09 24 174113 MODULE REVIEW DATA - DESIGN SUMMARY CYCLE 1 -------------- Beam-Col 15-13 Length 16.01 ft Angle of Member 91.79 deg Built-up section Weight 503. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 16.01 55.0 5 3.20 ft 12.00 in 24.00 in 8.000 X0.3750 0.1880 8.000 X0.3750 0.664 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 17.21 1605.73 132.49 2637.94 0.11 0.61 0.35 8.19 23.21 1 --------------------------------------7----------------------------------------------------------------------- TOTAL FRAME WEIGHT IS 3600.lbs. Nle North Valley - Frame @ 13, 1 BSP T 08-03-09 MODULE REVIEW DATA - JOINT DEFLECTIONS ----------------- Joint Dflc for Load Comb 1: ASD DL+CLL+LL Weighted B2 Factor = 1.06 Vertical Horizontal Rotation Out -of -Plane Joint Deflection Deflection Angle Deflection Number (inches) (inches) (deg) (inches) ------ 1 -------- 0.00000 -------- 0.00000 -------- -0.20164 ----------- 0.00000 2 0.00000 0.00000 0.00000 0.00000 3 -0.05098 0.68334 -0.44903 0.00000 5 -1.90870 1.12243 -0.09894 0.00000 6 -2.03951 1.07145 0.15717 0.00000 7 -1.91035 1.05920 0.14756 0.00000 8 -1.11176 0.85467 0.36382 0.00000 9 -0.09624 1.10234 0.25314 0.00000' 11 -0.09242 1.39487 0.13807 0.00000 13 0.02800 1.39196 -0.06118 0.00000 15 0.00000 0.00000 -0.67131 0.00000 Joint Dflc for Load Comb 2: ASD .6DL+WL1 Weighted B2 Factor = 0.97 Vertical Horizontal Rotation Out -of -Plane Joint Deflection Deflection Angle Deflection Number (inches) (inches) (deg) (inches) ------ 1 -------- 0.00000 -------- 0.00000 -------- -0.00060 ----------- 0.00000 2 0.00000 0.00000 0.00000 0.00000 3 0.01142 -0.11620 0.12327 0.00000 5 0.56917 -0.24625 0.00789 0.00000 6 0.63785 -0.18452 _0.08290 0.00000 7 0.57002 -0.17808 -0.07668 0.00000 8 0.27608 -0.10183 -0.10906 0.00000 9 0.02832 -0.16055 -0.04463 0.00000 11 0.02725 -0.20425 -0.02291 0.00000 13 -0.00217 -0.20315 0.00587 0.00000 15 0.00000 0.00000 0.08842 0.00000 25 174113 W. North Valley - Frame Q 13, 1 BSP W, 08-03-09 MODULE REVIEW DATA - JOINT DEFLECTIONS ----------------- Joint Dflc for Load Comb 3: ASD .6DL+WR1 Weighted B2 Factor = 0.98 Vertical Horizontal Rotation Out -of -Plane Joint Deflection Deflection Angle Deflection Number ------ (inches) -------- (inches) (deg) (inches) 1 0.00000 -------- 0.00000 -------- 0.32267 ----------- 0.00000 2 0.00000 0.00000 0.00000 0.00000 3 0.04346 -0.69730 0.29790 0.00000 5 0.92856 -0.90960 0.02240 0.00000 6 1.02081 -0.84559 -0.11226 0.00000 7 0.92896 -0.83686 -0.10385 0.00000 8 0.44782 -0.71466 -0.19666 0.00000 9 -0.05088 -0.83671 -0.10835 0.00000 11 -0.05254 -0.93875 -0.02970 0.00000 13 -0.02268 -0.93746 0.08917 0.00000 15 0.00000 0.00000 0.42254 0.00000 Joint Dflc for Load Comb 4: ASD DL+CLL+.75(LL+WL2) Weighted B2 Factor = 1.04 Vertical Horizontal Rotation Out -of -Plane Joint Deflection Deflection Angle Deflection Number (inches) (inches) (deg) (inches) ------ 1 -------- 0.00000 -------- 0.00000 -------- -0.22167 ----------- 0.00000 2 0.00000 0.00000 0.00000 0.00000 3 -0.04269 0.60847 -0.34481 0.00000 5 -1.36638 0.92227 -0.06799 0.00000 6 -1.45784 0.88547 0.10947 0.00000 7 -1.36734 0.87689 0.10485 0.00000 8 -0.79341 0.73007 0.26291 0.00000 . 9 -0.05331 0.91083 0.18522 0.00000 11 -0.05045 1.12212 0.09693 0.00000 13 0.02328 1.12001 -0.05824 0.00000 15 0.00000 0.00000 -0.53638 0.00000 26 174113 W. ("I' North Valley - Frame Q 13, 1 BSP T 08-03-09 MODULE REVIEW DATA - JOINT DEFLECTIONS ----------------- Joint Dflc for Load Comb 5: ASD DL+CLL+.75(LL+WR2) Rotation Out -of -Plane Weighted B2 Factor = 1.07 Deflection Deflection Vertical Horizontal Rotation Out -of -Plane Joint Deflection Deflection Angle Deflection Number (inches) (inches) (deg) (inches) ------ 1 -------- 0.00000 -------- 0.00000 -------- 0.03127 ----------- 0.00000 2 0.00000' 0.00000 0.00000 0.00000 3 -0.01754 0.15313 -0.20748 0.00000 5 -1.08345 0.40224 -0.05700 0.00000 6 -1.15618 0.36791 0.08618 0.00000 7 -1.08475 0.36114 0.08320 0.00000 8 -0.65863 0.25062 0.19381 0.00000 9 -0.11608 0.38153 0.13515 0.00000 11 -0.11368 0.54703 0.09177 0.00000 13 0.00716 0.54504 0.00743 0.00000 15 0.00000 0.00000 -0.27501 0.00000 Joint Dflc for Load Comb 6: ASD DL+CLL+WL2 Weighted B2 Factor = 1.02 27 174113 Vertical Horizontal Rotation Out -of -Plane Joint Deflection Deflection Angle Deflection Number (inches) (inches) (deg) (inches) ------ 1 -------- 0.00000 -------- 0.00000 -------- -0.16856 ----------- 0.00000 2 0.00000 0.00000 0.00000 0.00000 3 -0.02485 0.38143 -0.17743 0.00000 5 -0.62197 0.52382 -0.02845 0.00000 6 -0.66173 0.50677 0.04720 0.00000 7 -0.62221 0.50302 0.04710 0.00000 8 -0.35877 0.43578 0.12189 0.00000 9 -0.01040 0.52110 0.08777 0.00000 11 -0.00899 0.61880 0.04235. 0.00000 13 0.01343 0.61781 -0.03925 0.00000 15 0.00000 0.00000 -0.29287 0.00000 27 174113 North Valley - Frame @ 13, 1 BSP a &I 08-03-09 MODULE REVIEW DATA - JOINT DEFLECTIONS ----------------- Joint Dflc for Load Comb 7: ASD DL+CLL+WR2 Weighted B2 Factor = 1.01 Vertical Horizontal Rotation Out -of -Plane Joint Deflection Deflection Angle Deflection Number ------ (inches) -------- (inches) -------- (deg) -------- (inches) 1 0.00000 0.00000 0.16584 ----------- 0.00000 2 0.00000 0.00000 0.00000 0.00000 3 0.00839 -0.22043 0.00397 0.00000 5 -0.24878 -0.16337 -0.01404 0.00000 6 -0.26366 -0.17699 0.01628 0.00000 7 -0.24947 -0.17833 0.01837 0.00000 8 -0.18141 -0.19758 0.03072 0.00000 9 -0.09335 -0.17795 0.02191 0.00000 11 -0.09255 -0.14030 0.03570 0.00000 13 -0.00782 -0.14112 0.04747 0.00000 15 0.00000 0.00000 0.05195 0.00000 Joint Dflc for Load Comb 8: ASD DC(1+.14SD)+.7EQL Weighted B2 Factor = 1.03 Vertical Horizontal Rotation Out -of -Plane Joint Deflection Deflection Angle Deflection Number (inches) (inches) (deg) (inches) ------ 1 -------- 0.00000 -------- 0.00000 -------- -0.37935 ----------- 0.00000 2 0.00000 0.00000 0.00000 0.00000 3 -0.05802 0.89430 -0.42452 0.00000 5 -1.44701 1.22561 -0.05762 0.00000 6 -1.55511 1.17112 0.13016 0.00000 7 -1.44756 1.16091 0.12444 0.00000 8 -0.77291 0.98989 0.30176 0.00000 9 0.03952 1.18945 0.18981 0.00000 11 0.04222 1.38466 0.06945 0.00000 13 0.03271 1.38290 -0.12129 0.00000 15 0.00000 0.00000 -0.62288 0.00000 28 174113 r - M North Valley - Frame @ 13, 1 BSP T 08-03-09 MODULE REVIEW DATA - JOINT DEFLECTIONS ----------------- Joint Dflc for Load Comb 9: ASD DC(1+.14SD)+.7EQR Weighted B2 Factor = 1.00 Vertical Horizontal Rotation Out -of -Plane Joint Deflection Deflection Angle Deflection Number (inches) (inches) (deg) (inches) ------ 1 ----- --- 0.00000 -------- 0.00000 -------- 0.15187 ----------- 0.00000 2 0.00000 0.00000 0.00000 0.00000 3 -0.00110 -0.10774 -0.09902 0.00000 5 -0.79398 0.07651 -0.05966 0.00000 6 -0.83859 0.07265 0.05334 0.00000 7 -0.79540 0.06856 0.04762 0.00000 8 -0.53695 0.00051 0.12406 0.00000 9 -0.15855 0.09129 0.10768 0.00000 11 -0.15672 0.24102 0.09466 0.00000 13 -0.00040 0.23933 0.05292 0.00000 15 0.00000 0.00000 -0.16098 0.00000 29 174113 s • • IO 1 15 CADocuments and Settings\bspark\DesktoplNortWalley6.bcf �M @ Gr ✓L I ✓J Zo �►3�F G ******************************************* * * * Auto/Steel Design * * * Butler Manufacturing Company * * * BC_Frame * V5.0 January 2008 * * * Complying with AISC-2005 (13th) * * ******************************************* TITLE: North Valley - Frame @ 20 Specialty BY: BSP DATE: 08-03-09 FILE NO.: 174113 REPORT OPTIONS ....DESIGN DATA ....DESIGN SUMMARY REPORT ....(LAST CYCLE ONLY) ....JOINT DEFLECTIONS ....SECTION PROPERTIES ....(LAST CYCLE ONLY) ....SPLICE SUMMARY REPORT *** E X E C U T I O N O P T I O N S*** --- Stability Analysis per AISC-2005 --- EXECUTION MODE = REVIEW MAXIMUM NUMBER OF TRIALS = 1 UNITY CHECK RANGE = 0.950 TO 1.015 MAXIMUM SEGMENT SIZE = 4.000 ft. COEF. OF LINEAR EXPANSION = 0.0000065000 MOD. OF ELASTICITY,E = 29000000. psi WEB STIFFENERS = NO *** D E T A I L I N P U T E C H O *** ADS JOINTS ADS JOINT 1 12.58 0.00 1101 0.000 0.000 0.000 ADS JOINT 2 0.00 8.25 01 0.000 0.000 0.000 ADS JOINT 3 13.21 10.73 01 0.000 0.000 0.000 ADS JOINT 5 35.00 16.00 01 0.000 0.000 0.000 ADS JOINT 6 31.00 23.34 01 0.000 0.000 0.000 ADS JOINT 7 35:00 23.72 01 0.000 0.000 0.000 ADS JOINT 8 49.00 27.22 01 0.000 0.000 0.000 ADS JOINT 9 63.00 23.72 01 0.000 0.000 0.000 ADS JOINT 10 67.00 23.34 01 0.000 0.000 0.000 ADS JOINT 11 63.00 16.00 01 0.000 0.000 0.000 ADS JOINT 13 71.42 16.00 01 0.000 0.000 0.000 ADS JOINT 15 71.92 0.00 1101 0.000 0.000 0.000 ADS JOINT 16 4.50 0.00 1101 0.000 0.000 0.000 ADS JOINT 17 4.50 9.13 01 0.000 0.000 0.000 ADS MEMBERS ADS MEMBERLC 16 17 1. 6.00 0.00 0.00 0.00 0.00 0.00 6.00 1 ADS SECTION 1 603 46.000 0.000 S1 ADS MEMBERBM 2 17 0. 6.0012.00 0.00 0.00 0.00 0.0012.00 2 ADS SECTION 1 102 211 55.000 2.000 ADS SECTION 2 102 211 0.000 0.000 ADS MEMBERBM 17 3 1.12.00 0.00 0.00 0.00 0.00 0.0012'.00 1 ADS BRACE 2.0 6.OT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ADS SECTION 1 102 211 55.000 0.000 ADS MEMBERBC 1 3 0.12.00 0.00 0.00 0.00 0.00 0.0024.00 1 ADS SECTION 1 110 204 55.000 0.000 S1 ADS MEMBERBM 3 5 0.24.00 0.00 0.00 0.00 0.00 0.0024.00 1 ADS BRACE 4.0 9.OT 14.0 19.0 0.0 0.0 0.0 0.0 0.0 ADS SECTION 1 110 .204 110 55.000 0.000 ADS MEMBERBM 5 7 0.24.00 0.00 0.00 0.00 0.00 0.0024.00 1 ADS SECTION 1 110 204 55.000 0.000 ADS MEMBERBM 6 7 0. 6.00 0.00 0.00 0.00 0.00 0.0015.00 1 ADS SECTION 1 110 204 55.000 0.000 ADS MEMBERBM 7 8 0.24.00 0.00 0.00 0.00 0.00 0.0024.00 1 ADS BRACE 5.0 9.OT 13.0 , 0.0 0.0 0.0 0.0 0.0 0.0 ADS SECTION 1 110 204 55.000 0.000 ADS MEMBER13M 8 9 0.24.00 0.00 0.00 0.00 0.00 0.0024.00 1 ADS BRACE 1.0 5.OT 9.0 0.0 0.0 0.0 0.0 0.0 0.0 ADS SECTION 1 110 204 55.000 0.000 ADSRBM 9 10 0.15.00 0.00 0.00 0.00 0.00 0.00 6.00 ADS ON 1 110 204 55.000 0.000 S� 0. 1.000 SE 0.000 0. 1.000 0.000 0.000 0. B 1.000 0.0 0.00 SE 0.000 0. 1.500 SE 0.000 0. B 1.000 0.0 0.00 SE 0.000 0. 1.000 SE 0.000 0. 1.000 SE 0.000 0. B 1.000 0_0 0.00 SE 0.000 0. B 1.000 0.0 0.00 0.000 0. 1.000 0.000 0. W ADSkm *sI 11 9 0.24.00 0.00 0.00 0.00 0.00 0.0024.00 0. 1.000 ADS N 1 110 204 55.000 0.000 SE 0.000 ADS MEMBERBM 11 13 0.24.00 0.00 0.00 0.00 0.00 0.0024.00 1 0. B 1.000 ADS BRACE 3.0 8.0 13.0T 18.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 ADS SECTION 1 110 204 110 55.000 0.000 S1 0.000 ADS MEMBERBC 15 13 0.12.00 0.00 0.00 0.00 0.00 0.0024.00 1 0. 1.500 ADS SECTION 1 110 204 55.000 0.000 S1 SE 0.000 MISSING LOADCOND CARD - WILL ASSUME LDCN CARDS FOLLOW ADS LOADION ASD LDCN1.00 1 100. DL 100. CL 100. LL 0. DL+CLL+LL ASD LDCN1.00 2 60. DL 100. WLL 100. IP 0. .6DL+WL1 ASD LDCN1.00 3 60. DL 100. WLR 100. IP 0. .6DL+WR1 ASD LDCN1.00 4 100. DL 100. CL 75. LL 75. WLL DL+CLL+.75(LL+WL2) c 75. IS 0. 0. 0. ASD LDCN1.00 5 100. DL 100. CL 75. LL 75. WLR DL+CLL+.75(LL+WR2) c 75. IS 0. 0. 0. ASD LDCN1.00 6 100. DL 100. CL 100. WLL 100. IS DL+CLL+WL2 ASD LDCN1.00 7 100. DL 100. CL 100. WLR 100. IS DL+CLL+WR2 ASD LDCN1.00 8 107. DL 107. CL 70. EQ 0. DC(1+.14SD)+.7EQL ASD LDCN1.00 9 107. DL 107. CL -70. EQ 0. DC(1+.14SD)+.7EQR ADS LOADS ADS LOAD 2 17 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 ADS LOAD 17 3 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 ADS LOAD 3 5 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 ADS LOAD 6 7 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 ADS LOAD 7 8 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 ADS LOAD 8 9 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 ADS LOAD 9 10 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 ADS LOAD 11 13 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 ADS LOAD 2 17 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 ADS LOAD 17 3 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 ADS LOAD 3 5 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 ADS LOAD 6 7 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 ADS LOAD 7 8 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 ADS LOAD 8 9 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 ADS LOAD 9 10 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 ADS LOAD 11 13 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 ADS LOAD 2 17 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 ADS LOAD 17 3 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 ADS LOAD 3 5 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 ADS LOAD 6 7 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 ADS LOAD 7 8 LL GLOB Y UNIF 0.000. -0.240 0.000 0.000 ADS LOAD 8 9 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 ADS LOAD 9 10 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 ADS LOAD 11 13 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 ADS LOAD 1 3 WLL GLOB X UNIF 0.000 0.151 0.000 0.000 ADS LOAD 3 5 WLL MEMB Y UNIF 0.000 0.217 0.000 0.000 ADS LOAD 5 7 WLL GLOB X UNIF 0.000 0.151 0.000 0.000 ADS LOAD 6 7 WLL MEMB Y UNIF 0.000 0.350 0.000 0.000 ADS LOAD 7 8 WLL MEMB Y UNIF 0.0.00 0.217 0.000 0.000 ADS LOAD 8 9 WLL MEMB Y UNIF 0.000 0.137 0.000 0.000 ADS LOAD 9 10 WLL MEMB Y UNIF 0.000 0.472 0.000 0.000 ADS LOAD 11 9 WLL GLOB X UNIF 0.000 0.118 0.000 0.000 ADS LOAD 11 13 WLL MEMB Y UNIF 0.000 0.137 0.000 0.000 ADS LOAD 15 13 WLL GLOB X UNIF 0.000 0.118 0.000 0.000 ADS LOAD 2 17 WLL MEMB Y UNIF 0.000 0.350 0.000 0.000 0. W ADS LOD--1, 17 3 WLL MEMB Y UNIF 0.000 0.350 0.. 0.000 ADS LO:, 1 3 WLR GLOB X UNIF 0.000 -0.118 0.6 0.000 ADS LOAD 3 5 WLR MEMB Y UNIF 0.000 0.137 0.000 0.000 ADS LOAD 5 7 WLR GLOB X UNIF 0.000 -0.118 0.000 0.000 ADS LOAD 6 7 WLR MEMB Y UNIF 0.000 0.472 0.000 0.000 ADS LOAD 7 8 WLR MEMB Y UNIF 0.000 0.137 0.000 0.000 ADS LOAD 8 9 WLR MEMB Y UNIF 0.000 0.217 0.000 0.000 ADS LOAD 9 10 WLR MEMB Y UNIF 0.000 0.350 0.000 0.000 ADS LOAD 11 9 WLR GLOB X UNIF 0.000 -0.151 0.000 0.000 ADS LOAD 11 13 WLR MEMB Y UNIF 0.000 0.217 0.000 0.000 ADS LOAD 15 13 WLR GLOB X UNIF 0.000 -0.151 0.000 0.000 ADS LOAD 2 17 WLR MEMB Y UNIF 0.000 0.472 0.000 0.000 ADS LOAD 17 3 WLR MEMB Y UNIF 0.000 0.472 0.000 0.000 ADS LOAD 1 3 IP GLOB X UNIF 0.000 -0.057 0.000 0.000 ADS LOAD 3 5 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 ADS LOAD 5 7 IP GLOB X UNIF 0.000 -0.057 0.000 0.000 ADS LOAD 6 7 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 ADS LOAD 7 8 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 ADS LOAD 8 9 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 ADS LOAD 9 10 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 ADS LOAD 11 9 IP GLOB X UNIF 0.000 0.057 0.000 0.000 ADS LOAD 11 13 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 ADS LOAD 15 13 IP GLOB X UNIF 0.000 0.057 0.000 0.000 ADS LOAD 1 3 IS GLOB X UNIF 0.000 0.057 0.000 0.000 ADS LOAD 3 5 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 ADS LOAD 5 7 IS GLOB X UNIF 0.000 0.057 0.0.00 0.000 ADS LOAD 6 7 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 ADS LOAD 7 8 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 ADS LOAD 8 9 IS MEMB Y UNIF 0:000 -0.057 0.000 0.000 ADS LOAD 9 10 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 ADS LOAD 11 9 IS GLOB X UNIF 0.000 -0.057 0.000 0.000 ADS LOAD 11 13 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 ADS LOAD 15 13 IS GLOB X UNIF 0.000 -0.057 0.000 0.000 ADS LOAD 3 5 EQ GLOB X CONC 0.000 2.650 0.000 0.000 ADS LOAD 13 11 EQ GLOB X CONC 0.000 2.650 0.000 0.000 ADS LOAD 7 8 EQ GLOB X CONC 0.000 0.980 0.000 0.000 ADS LOAD 9 8 EQ GLOB X CONC 0.000 0.980 0.000 0.000 ADS END f ` � North Valley - Frame @ 20 BSP 08-03-09 1 174113 JOINT DATA JOINT X-COORD Y-COORD DEGREE -OF -FREEDOM OUT -OF -PLANE DOF NUMBER ft. ft. FIXITY FIXITY X Y Mz z Mx 1 12.580 0.000 1 1 0 1 2 0.000 8.250 0 0 0 1 3 13.210 10.730 0 0 0 1 5 35.000 16.000 0 0 0 1 6 31.000 23.340 0 0 0 1 7 35.000 23.720 0 0 0 1 8 49.000 27.220 0 0 0 1 9 63.000 23.720 0 0 0 1 10 67.000 23.340 0 0 0 1 11 63.000 16.000 0 0 0 1 13 71.420 16.000 0 0 0 1 15 71.920 0.000 1 1 0 1 16 4.500 0.000 1 1 0 1 17 4.500 9.130 0 0 0 1 (0 = FREE 1 = FIXED) (A,B,C = ELASTIC, A -Soft, B -Medium, C -Hard) North Valley - Frame Q 20 BSP 08-03-09 2 174113 • • • dam-+ MEMBER DATA MEMBER RELEASES RELEASES YIELD NUM MEMBER at START at END STRESS (START -END) TYPE X Y Mz X Y Mz ksi 16 - 17 Lean -Col 0 0 0 0 0 1 46.0 2- 17 Beam-MNT 0 0 0 0 0 0 55.0 17 - 3 Beam-MNT 0 0 0 0 0 1 55.0 1- 3 Beam -Col 0 0 0 0 0 0 55.0 3- 5 Beam-MNT 0 0 0 0 0 0 55.0 5- 7 Beam-MNT 0 0 0 0 0 0 55.0 6- 7 Beam-MNT 0 0 0 0 0 0 55.0 7- 8 Beam-MNT 0 0 0 0 0 0 55.0 8- 9 Beam-MNT 0 0 0 0 0 0 55.0 9- 10 Beam-MNT 0 0 0 0 0 0 55.0 11 - 9 Beam-MNT 0 0 0 0 0 0 55.0 11 - 13 Beam-MNT 0 0 0 0 0 0 55.0 15 - 13 Beam -Col 0 0 0 0 0 0 55.0 ( 1 = RELEASE 0 = NO RELEASE ) Memb-Typ Description Notional Load EI EA -------- Beam-Col ----------- ------------- Beam Col Yes ----- 0.8EI ----- 0.8EA Lean -Col . Lean -on -Col Yes EI EA Beam-MNT Beam w/end moment No 0.8EI EA Beam -SMP Simple beam No EI EA Bracing Bracing member No EI 0.8EA 08-03-09 2 174113 • • • dam-+ North Valley - Frame Q 20 BSP 08-03-09 3 174113 LOADS APPLIED TO STRUCTURE -------------------------- START END GROUP SYSTEM DIR. TYPE DIST. to LOAD INT. LOAD FINAL INT. LOAD ID. JOINT JOINT LOAD kips,klf LENGTH -------------------------------------------------------------------------------------------------------------------- ft in -kips ft 2 17 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 2 17 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 2 17 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 2 17 WLL MEMB Y UNIF 0.000 0.350 0.000 0.000 2 17 WLR MEMB Y UNIF 0.000 0.472 0.000 0.000 17 3 DL GLOB Y UNIF 0.000. -0.100 0.000 0.000 17 3 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 17 3 LL GLOB Y UNIF 0.000 -0..240 0.000 0.000 17 3 WLL MEMB Y UNIF 0.000 0.350 0.000 0.000 17 3 WLR MEMB Y UNIF 0.000 0.472 0.000 0.000 1 3 WLL GLOB X UNIF 0.000 0.151 0.000 0.000 1 3 WLR GLOB X UNIF 0.000 -0.118 0.000 0.000 1 3 IP GLOB X UNIF 0.000 -0.057 0.000 0.000 1 3 IS GLOB X UNIF 0.000 0.057 0.000 0.000 3 5 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 3 5 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 3 5 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 3 5 WLL MEMB Y UNIF 0.000 0.217 0.000 0.000 3 5 WLR MEMB Y UNIF 0.000 0.137 0.000 0.000 3 5 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 3 5 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 3 5 EQ GLOB X CONC 0.000 2.650 0.000 0.000 5 7 WLL GLOB X UNIF 0.000 0.151 0.000 0.000 5 7 WLR GLOB X UNIF 0.000 -0.118 0.000 0.000 5 7 IP GLOB X UNIF 0.000 -0.057 0.000 0.000 5 7 IS GLOB X UNIF 0.000 0.057 0.000 0.000 6 7 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 6 7 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 6 7 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 6 7 WLL MEMB Y UNIF 0.000 0.350 0.000 0.000 6 7 WLR MEMB Y UNIF 0.000 0.472 0.000 0.000 6 7 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 6 7 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 7 8 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 7 8 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 North Valley - Frame @ 20 BSP 08-03-09 4 174113 LOADS -------------------------- APPLIED TO STRUCTURE START END GROUP SYSTEM DIR. TYPE DIST. to LOAD INT. LOAD FINAL INT. LOAD ID. JOINT JOINT LOAD kips,klf LENGTH -------------------------------------------------------------------------------------------------------------------- ft in -kips ft 7 8 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 7 8 WLL MEMB Y UNIF 0.000 0.217 0.000 0.000 7 8 WLR MEMB Y UNIF 0.000 0.137 0.000 0.000 7 8 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 7 8 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 7 8 EQ GLOB X CONC 0.000 0.980 0.000 0.000 8 9 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 8 9 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 8 9 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 8 9 WLL MEMB Y UNIF 0.000 0.137 0.000 0.000 8 9- WLR MEMB Y UNIF 0.000 0.217 0.000 0.000 8 9 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 8 9 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 9 8 EQ GLOB X CONC 0.000 0.980 0.000 0.000 9 10 DL GLOB Y UNIF 0'.000 -0.100 0.000 0.000 9 10 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 9 10 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 9 10 WLL MEMB Y UNIF 0.000 0.472 0.000 0.000 9 10 WLR MEMB Y UNIF 0.000 0.350 0.000 0.000 9 10 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 9 10 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 11 9 WLL GLOB X UNIF 0.000 0.118 0.000 0.000 11 9 WLR GLOB X UNIF 0.000 -0.151 0.000 0.000 11 91 IP GLOB X UNIF 0.000 0.057 0.000 0.000 11 9 IS GLOB X UNIF 0.000 -0.057 0.000 0.000 11 13 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 11 13 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 11 13 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 11 13 WLL MEMB Y UNIF 0.000 0.137 0.000 0.000 11 13 WLR MEMB Y UNIF 0.000 0.217 0.000 0.000 11 13 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 11 13 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 13 11 EQ GLOB X CONC 0.000 2.650 0.000 0.000 15 13 WLL GLOB X UNIF 0.000 0.118 0.000 0.000 15 13 WLR GLOB X UNIF 0.000 -0.151 0.000 0.000 0 North Valley - Frame @ 20 SSP 08-03-09 5 174113 LOADS APPLIED TO -------------------------- STRUCTURE START END GROUP SYSTEM DIR. TYPE DIST. to LOAD INT. LOAD FINAL INT. LOAD ID. JOINT JOINT LOAD kips,klf LENGTH -------------------------------------------------------------------------------------------------------------------- ft in -kips ft 15 13 IP GLOB X UNIF 0.000 0.057 0.000 0.000 15 13 IS GLOB X UNIF 0.000 -0.057 0.000 0.000 0 North Valley - Frame Q 20 BSP T LOAD COMBINATIONS ----------------- 08-03-09 6 174113 LCN LOAD CONDITION ALLOW LOADING GROUP 1 LOADING GROUP 2 LOADING GROUP 3 LOADING GROUP 4 NO. -------------------------------------------------------------------------------------------------------------------- Typ INCREASE PERCENT 5 or 9 PERCENT 6 or 10 PERCENT 7 or 11 PERCENT 8 or 12 1 ASD - DL+CLL+LL 1.00 100.00 DL 100.00 CL 100.00 LL 2 ASD - .6DL+WL1 1.00 60.00 DL 100.00 WLL 100.00 IP 3 ASD - .6DL+WR1 1.00 60.00 DL 100.00 WLR 100.00 IP 4 ASD - DL+CLL+.75(LL+WL2) 1.00 100.00 DL 100.00 CL 75.00 LL 75.00 WLL 75.00 IS 0.00 0.00 0.00 5 ASD - DL+CLL+.75(LL+WR2) 1.00 100.00 DL 100.00 CL 75.00 LL 75.00 WLR 75.00 IS 0.00 0.00 0.00 6 ASD - DL+CLL+WL2 1.00 100.00 DL 100.00 CL 100.00 WLL 100.00 IS 7 ASD - DL+CLL+WR2 1.00 100.00 DL 100.00 CL 100.00 WLR 100.00 IS 8 ASD - DC(1+.14SD)+.7EQL 1.00 107.00 DL 107.00 CL 70.00 EQ 9 ASD - DC(1+.14SD)+.7EQR 1.00 107.00 DL 107.00 CL -70.00 EQ • • I North Valley - Frame Q 20 BSP GENERATED NOTIONAL LOADS ------------------------ Notional Loads for Load Comb. 1: ASD DL+CLL+LL Start End Coord Dir. Type Dist. to Load Int. JT ---------------------------------------------------- JT Sys. Load(ft) (kips) 16 17 GLOB X CONC 9.130 0.018 1 3 GLOB X CONC 10.748 0.065 15 ---------------------------------------------------- 13 GLOB X CONC 16.008 0.062 ---------------------------------------------------- Sum: 0.145 ( Notional Loads for Load Comb. 2: ASD .6DL+WL1 08-03-09 = or > 0.002 x 1.6Yi) Start End Coord Dir. Type Dist. to Load Int. JT ---------------------------------------------------- JT Sys. Load(ft) (kips) 16 17 GLOB X CONC 9.130 -0.010 1 3 GLOB X CONC 10.748 -0.028 15 13 GLOB X CONC 16.008 -0.021 ---------------------------------------------------- Sum: -0.0581 ( = or > Notional Loads for Load Comb. 3: ASD .6DL+WR1 Start End Coord Dir. Type Dist. to Load Int. JT JT Sys. Load(ft) (kips) -----------------------------------I---------------- 16 17 GLOB X CONC 9.130 -0.014 1 3 GLOB X CONC 10.748 -0.017 15 13 GLOB X CONC 16.008 -0.029 ---------------------------------------------------- Sum:* -0.059 ( 0.002 x 1.6Yi) = or > 0.002 x 1.6Yi) 7 174113 a (7, North Valley - Frame @ 20 BSP 08-03-09 GENERATED NOTIONAL LOADS ----------------- ------ Notional Loads for Load Comb. 4: ASD DL+CLL+.75(LL+WL2) Start End Coord Dir. Type Dist. to Load Int. JT ---------------------------------------------------- JT Sys. Load(ft) (kips) 16 17 GLOB X CONC 9.130 0.007 1 3 GLOB X CONC 10.748 0.041 15 13 GLOB X CONC 16.008 0.044 - ----------------------------------------------- Sum: ---- 0.092 ( = or > 0.002 x 1.6Yi) Notional Loads for Load Comb. 5: ASD DL+CLL+.75(LL+WR2) Start End Coord Dir. Type Dist. to Load Int. JT JT Sys. Load(ft) (kips) -----7---------------------------------------------- 16 17 GLOB X CONC 9.130 0.004 1 3 GLOB X CONC 10.748 0.049 15 13 GLOB X CONC 16.008 0.038 ---------------------------------------------------- Sum: 0.091 ( = or > 0.002 x 1.6Yi) Notional Loads for Load Comb. 6: ASD DL+CLL+WL2 Start End Coord Dir. Type Dist. to Load Int. JT JT Sys. Load(ft) (kips) ---------------------------------------------------- 16 17 GLOB X CONC 9.130 0.002 1 3 GLOB X CONC 10.748 0.013 15 13 GLOB X CONC 16.008 0.020 ---------------------------------------------------- Sum: 0.035 ( = or > 0.002 x 1.6Yi) 8 174113 '�1 f North Valley - Frame Q 20 BSP 08-03-09 GENERATED NOTIONAL LOADS ------------------------ Notional Loads for Load Comb. 7: ASD DL+CLL+WR2 Start End Coord Dir. Type Dist. to Load int. JT JT Sys. Load(ft) (kips) ---------------------------------------------------- 16 17 GLOB X CONC 9.130 -0.006 1 3 GLOB X CONC 10.748 -0.025 15 ---------------------------------------------------- 13 GLOB X CONC 16.008 -0.012 Sum: -0.042 ( = or > 0.002 x 1.6Yi) Notional Loads for Load Comb. 8: ASD DC(1+.14SD)+.7EQL Start End Coord Dir. Type Dist. to Load Int. JT JT Sys. Load(ft) '(kips) ---------------------------------------------------- 16 17 GLOB X CONC 9.130 0.010 1 3 GLOB X CONC 10.748 0.033 15 ---------------------------------------------------- 13 GLOB X CONC 16.008 0.042 Sum: 0.085 ( = or > 0.002 x 1.6Yi) Notional Loads for Load Comb. 9: ASD DC(1+.14SD)+.7EQR Start End Coord Dir. Type Dist. to Load Int. JT JT Sys. Load(ft) (kips) ---------------------------------------------------- 16 17 GLOB X CONC 9.130 0.010 1 3 GLOB X CONC 10.748 0.044 15 ---------------------------------------------------- 13 GLOB X CONC 16.008 0.032 Sum: 0.087 ( = or > 0.002 x 1.6Yi) 9 174113 • North Valley - Frame @ 20 BSP 08-03-09 10 174113 MODULE REVIEW DATA - SECTION ------------------ PROPERTIES CYCLE NUMBER 1 MEMBER NO. 16 - 17 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 109.56 in In -Plane R = 2.37 in Section No. 1 Tube Dx = 6.000 in Dy = 6.000 in Wall Thickness = 0.188 in Analysis Dist Depth Area Ix Iy Rx Ry RTo RTi H/t Lubo Lubi Point (ft) (in) (in2) (in4) (in4) (in) (in) (in) (in) Ratio Qso Qsi Qa (ft) (ft) 16* 0.00 6.00 3.98 22.30 22.30 2.37 2.37 0.00 0.00 31.91 1.000 1.000 1.000 9.1 9.1 100 1.52 6.00 3.98 22.30 22.30 2.37 2.37 0.00 0.00 31.91 1.000 1.000 1.000 9.1 9.1 101 4.57 6.00 3.98 22.30 22.30 2.37 2.37 0.00 0.00 31.91 1.000 1.000 1.000 9.1 9.1 102 7.61 6.00 3.98 22.30 22.30 2.37 2.37 0.00 0.00 31.91 1.000 1.000 1.000 9.1 9.1 1.7* 9.13 6.00 3.98 22.30 22.30 2.37 2.37 0.00 0.00 31.91 1.000 1.000 1.000 9.1 9.1 MEMBER NO. 2- 17 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 55.02 in In -Plane R = 4.54 in Section No. 1 Outer Flange = 6.000 x0.250 Web =0.135 Inner Flange = 6.000 x0.250 Section No. 2 Outer Flange = 6.000 x0.250 Web =0.135 Inner Flange = 6.000 x0.250 2* 0.00 6.00 3.74 26.68 9.00 2.67 1.55 1.60 1.60 40.74 0.986 0.986 1.000 4.6 4.6 103 1.00 9.00 4.15 64.35 9.00 3.94 1.47 1.60 1.60 62.96 0.937 0.937 1.000 4.6 4.6 104* 2.00 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 1.000 4.6 4.6 104* 2.00 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.923 0.923 1.000 4.6 4.6 105 3.29 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.923 0.923 1.000 4.6 4.6 17* 4.59 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.923 0.923 1.000 4.6 4.6 MEMBER NO. 17- 3 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 106.27 in In -Plane R = 5.15 in Section No. 1 Outer Flange = 6.000 x0.250 Web =0.135 Inner Flange = 6.000 x0.250 17* 0.00 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 0.822 2.0 2.0 106 1.48 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 0.822 2.0 2.0 107 4.43 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 0.826 4.0 6.9 108 7.38 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 1.000 2.9 6.9 3* 8.86 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 1.000 2.9 6.9 North Valley - Frame @ 20 BSP 08-03-09 11 174113 MODULE REVIEW DATA - SECTION PROPERTIES CYCLE NUMBER 1 ------------------ MEMBER NO. 1 - 3 Out -of -Plane K = 1.000 In -Plane K = 1.500 In -Plane L = 128.98 in In -Plane R = 7.67 in Section No. 1 Outer Flange = 8.000 x0.375 Web =0.188 Inner Flange = 8.000 x0.375 Analysis Dist Depth Area Ix Iy Rx Ry RTo RTi H/t Lubo Lubi Point (ft) (in) (int) (in4) (in4) (in) (in) (in) (in) Ratio Qso Qsi Qa (ft) (ft) 1* 0.00 12.00 8.11 225.09 32.01 5.27 1.99 2.13 2.13 59.84 0.995 0.995 0.932 10.7 10.7 109 1.79 14.00 8.49 314.98 32.01 6.09 1.94 2.13 2.13 70.48 0.978 0.978 0.897 10.7 10.7 110 5.37 18.00 9.24 546.45 32.01 7.69 1.86 2.13 2.13 91.76 0.948 0.948 0.833 10.7 10.7 111 8.96 22.00 9.99 851.86 32.01 9.23 1.79 2.13 2.13 113.03 0.923 0.923 0.774 10.7 10.7 3* 10.75 24.00 10.37 1034.18 32.01 9.99 1.76 2..13 2.13 123.67 0.912 0.912 0.747 10.7 10.7 MEMBER NO. 3- 5 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 269.02 in In -Plane R = 9.99 in Section No. 1 Outer Flange = 8.000 x0.375 Web =0.188 Inner Flange = 8.000 x0.375 3* 0.00 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.723 4.0 4.0 112 1.87 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.723 4.0 4.0 113 5.60 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.726 5.0 10.0 114 9.34 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.726 5.0 10.0 115 13.08 24.00 10.37 1034.18 32.01 9.9,p 1.76 2.07 2.07 123.67 0.912 0.912 0.726 5.0 10.0 116 16.81 24.00 10.37 1034.18 32.01 9.9`1 1.76 2.07 2.07 123.67 0.912 0.912 0.726 5.0 5.0 117 20.55 24.00 10.37 1034.18 32.01 9.99;. 1.76 2.07 2.07 123.67 0.912 0.912 0.723 3.4 3.4 5* 22.42 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.723 3.4 3.4 MEMBER NO. 5- 7 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 92.64 in In -Plane R = 9.99 in Section No. 1 Outer Flange = 8.000 x0.375 Web =0.188 Inner Flange = 8.000 x0.375 5* 0.00 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.735 7.7 7.7 118 1.93 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.735 7.7 7.7 119 5.79 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.735 7.7 7.7 7* 7.72 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 .0.912 0.735 7.7 7.7 v1 North Valley - Frame Q 20 BSP 08-03-09 12 174113 MODULE REVIEW DATA - SECTION PROPERTIES CYCLE NUMBER 1 ------------------ MEMBER NO. 6 - 7 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 48.22 in In -Plane R = 4.62 in Section No. 1 Outer Flange = 8.000 x0.375 Web =0.188 Inner Flange = 8.000 x0.375 Analysis Dist Depth Area Ix Iy Rx Ry RTo RTi H/t Lubo Lubi Point (ft) (in) (in2) (in4) (in4) (in) (in) (in) (in) Ratio Qso Qsi Qa (ft) (ft) 6* 0.00 6.00 6.99 49.80 32.00 2.67 2.14 2.20 2.20 27.93 1.000 1.000 1.000 4.0 4.0 120 1.00 8.25 7.41 99.70 32.00 3.67 2.08 2.20 2.20 39.89 1.000 1.000 1.000 4.0 4.0 121 3.01 12.75 8.26 256.85 32.01 5.58 1.97 2.20 2.20 63.83 0.988 0.988 1.000 4.0 4.0 7* 4.02 15.00 8.68 366.24 32.01 6.50 1.92 2.20 2.20 75.80 0.970 0.970 1.000 4.0 4.0 MEMBER NO. 7- 8 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 173.17 in In -Plane R = 9.99 in Section No. 1 Outer Flange = 8.000 x0.375 Web =0.188 Inner Flange = 8.000 x0.375 7* 0.00 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.726 5.0 5.0 122 1.80 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.726 5.0 5.0 123 5.41 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.723 4.0 8.0 124 9.02 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.723 4.0 8.0 125 12.63 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.723 4.0 8.0 8* 14.43 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.721 1.4 1.4 MEMBER NO. 8- 9 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 173.17 in In -Plane R = 9.99 in Section No. 1 Outer Flange = 8.000 x0.375 Web =0.188 Inner Flange = 8.000 x0.375 8* 0.00 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.721 1.0 1.0 126 1.80 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.723 4.0 8.0 127 5.41 24.00 10.37 1034.18 32.01 9.99. 1.76 2.07 2.07 123.67 0.912 0.912 0.723 4.0 8.0 128 9.02 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.727 5.4 5.4 129 12.63 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.727 5.4 5.4 9* 14.43 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.727 5.4 5.4 MEMBER NO. 9- 10 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 48.22 in In -Plane R = 4.62 in Section No. 1 Outer Flange = 8.000 x0.375 Web =0.188 Inner Flange = 8.000 x0.375 9* 0.00 15.00 8.68 366.24 32.01 6.50 1.92 2.20 2.20 75.80 0.970 0.970 1.000 4.0 4.0 130 1.00 12.75 8.26 256.85 32.01 5.58 1.97 2.20 2.20 63.83 0.988 0.988 1.000 4.0 .4.0 131 3.01 8.25 7.41 99.70 32.00 3.67 2.08 2.20 2.20 39.89 1.000 1.000 1.000 4.0 4.0 10* 4.02 6.00 6.99 49.80 32.00 2.67 2.14 2.20 2.20 27.93 1.000 1.000 1.000 4.0 4.0 s 0. & North Valley - Frame @ 20 BSP 08-03-09 13 174113 MODULE REVIEW DATA - SECTION ------------------ PROPERTIES CYCLE NUMBER 1 MEMBER NO. 11 - 9 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 92.64 in In -Plane R = 9.99 in Section No. 1 Outer Flange = 8.000 x0.375 Web =0.188 Inner Flange = 8.000 x0.375 Analysis Dist Depth Area Ix Iy Rx Ry RTo RTi H/t Lubo Lubi Point (ft) (in) (in2) (in4) (in4) (in) (in) (in) (in) Ratio Qso Qsi Qa (ft) (ft) 11* 0.00 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.735 7.7 7.7 132 1.93 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.735 7.7 7.7 133 5.79 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.735 7.7 7.7 9* 7.72 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.735 7.7 7.7 MEMBER NO. 11- 13 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 101.04 in In -Plane R = 9.99 in Section No. 1 Outer Flange = 8.000 x0.375 Web =0.188 Inner Flange = 8.000 x0.375 11* 0.00 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.722 3.0 3.0 134 1.40 24.00 10.37. 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.722 3.0 3.0 135 4.21 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.726 5.0 5.0 136 7.02 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.726 5.0 5.0 13* 8.42 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.726 5.0 10.0 MEMBER NO. 15- 13 Out -of -Plane K = 1.000 In -Plane K = 1.500 In -Plane L = 192.09 in In -Plane R = 7.67 in Section No. 1 Outer Flange = 8.000 x0.375 Web =0.188 Inner Flange = 8.000 x0.375 15* 0.00 12.00 8.11 225.09 32.01 5.27 1.99 2.13 2.13 59.84 0.995 0.995 0.966 16.0 16.0 137 1.60 13.20 8.34 277.02 32.01 5.76 1.96 2.13 2.13 66.22 0.984 0.984 0.947 16.0 16.0 138 4.80 15.60 8.79 399.08 32.01 6.74 1.91 2.13 2.13 78.99 0.965 0.965 0.909 16.0 16.0 139 8.00 18.00 9.24 546.45 32.01 7.69 1.86 2.13 2.13 91.76 0.948 0.948 0.874 16.0 16.0 140 11.21 20.40 9.69 720.44 32.01 8.62 1.82 2.13 2.13 104.52 0.932 0.932 0.837 16.0 16.0 141 14.41 22.80 10.15 922.35 32.01 9.53 1.78 2.13 2.13 117.29 0.918 0.918 0.803 16.0 16.0 13* 16.01 24.00 10.37 1034.18 32.01 9.99 1.76 2.13 2.13 123.67 0.912 0.912 0.787 16.0 16.0 North Valley - Frame @ 20 BSP 08-03-09 14 174113 SPLICE SUMMARY -------------- LCN Comb Load Conditions Analysis Moment Thrust Shear Out -of -Plane Out -of -plane No. -------------------------------------------------------------------------------------------------------- Typ Point in -kips kips kips Moment(in-kip) Shear(kip) 1 ASD DL+CLL+LL 16 0.06 5.52 0.00 0.00 0.00 2 ASD .6DL+WL1 16 0.06 -3.02 0.00 0.00 0.00 3 ASD .6DL+WR1 16 0.06 -4.28 0.00 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 16 0.06 2.18 0.00 0.00 0.00 5 -ASD DL+CLL+.75(LL+WR2) 16 0.06 1.22 0.00 0.00 0.00 6 ASD DL+CLL+WL2 16 -0.06 -0.57 0.00 0.00 0.00 7 ASD DL+CLL+WR2 16 -0.06 -1.83 0.00 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 16 0.06 3.28 0.00 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 16 -0.06 3.27 0.00 0.00 0.00 1 ASD DL+CLL+LL 17 0.06 5.52 -0.01 0.00 0.00 2 ASD .6DL+WL1 17 0.06 -3.02 0.01 0.00 0.00 3 ASD .6DL+WR1 17 0.06 -4.28 0.01 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 17 0.06 2.18 0.00 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 17 0.06 1.22 0.00 0.00 0.00 6 ASD DL+CLL+WL2 17 -0.06 -0.57 0.00 0.00 0.00 7 ASD DL+CLL+WR2 17 -0.06 -1.83 0.00 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 17 0.06 3.28 -0.01 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 17 -0.06 3.27 -0.01 0.00 0.00 1 ASD DL+CLL+LL 3 0.06 -0.25 -1.72 0.00 0.00 2 ASD .6DL+WL1 3 -0.06 -0.71 0.94 0.00 0.00 3 ASD .6DL+WR1 3 -0.06 -0.90 1.33 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 3 0.06 -0.77 -0.68 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 3 0.06 -0.96 -0.38 0.00 0.00 6 ASD DL+CLL+WL2 3 -0.06 -0.85 0.18 0.00 0.00 7 ASD DL+CLL+WR2 3 -0.06 -1.08 0.57 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 3 0.06 -0.14 -1.02 0.00 0.00 9 ASD . DC(1+.14SD)+.7EQR 3 0.06 -0.19 -1.02 0.00 0.00 s s • North Valley - Frame Q 20 BSP 08-03-09 15 174113 SPLICE SUMMARY -------------- LCN Comb Load Conditions Analysis Moment Thrust Shear Out -of -Plane Out -of -plane No. --------- Typ ------ ------------- ------ Point --------- - in -kips ----------------- kips ------ -------------------- kips Moment(in-kip) Shear(kip) 1 ASD DL+CLL+LL 1 -0.06 19.91 -7.70 ---------- 0.00 -------- 0.00 2 ASD .6DL+WL1 1 0.06 -8.54 3.75 0.00 0.00 3 ASD 6DL+WRl 1 -0.06 -5.24 -1.88 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 1 -0.06 12.44 -3.72 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 1 -0.06 14.98 -8.15 0.00 0.00 6 ASD DL+CLL+WL2 1 -0.06 4.04 -0.12 0.00 0.00 7 ASD DL+CLL+WR2 1 -0.06 7.40 -5.94 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 1 -0.06 10.27 -1.48 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 1 -0.06 13.46 -7.75 0.00 0.00 1 ASD DL+CLL+LL 3 -986.01 19.91 -7.62 0.00 0.00 2 ASD 6DL+WL1 3 419.91 -8.48 2.78 0.00 0.00 3 ASD .6DL+WR1 3 -121.78 -5.35 0.00 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 3 -585.73 12..54 -5.38 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 3 -1013.47 14.95 -7.60 0.00 0.,00 6 ASD DL+CLL+WL2 3 -159.29 4.17 -2.36 0.00 0.00 7 ASD DL+CLL+WR2 3 -721.38 7.36 -5.23 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 3 -190.03 10.27 -1.49 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 3 -994.68 13.46 -7.70 0.00 0.00 1 ASD DL+CLL+LL 5 1519.71 10.12 3.35 0.00 0.00 2 ASD .6DL+WL1 5 -627.61 -6.08 -1.57 0.00 0.00 3 ASD .6DL+WR1 5 -715.66 -2.66 -0.69 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 5 1010.98 5.57 2.01 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 5 936.98 8.17 2.65 0.00 0.00 6 ASD DL+CLL+WL2 5 394.13 1.07 0.58 0.00 0.00 7 ASD DL+CLL+WR2 5 298.34 4.51 1.41 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 5 1005.23 4.45 0.92 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 5 781.88 7.57 3.07 0.00 0.00 North Valley - Frame @ 20 BSP 08-03-09 16 174113 SPLICE SUMMARY -------------- LCN- Comb Load Conditions Analysis Moment Thrust Shear Out -of -Plane Out -of -plane No. -------------------------------------------------------------------------------------------------------- Typ Point in -kips. kips kips Moment(in-kip) Shear(kip) 1 ASD DL+CLL+LL 7 679.33 5.57 -9.08 0.00 0.00 2 ASD .6DL+WL1 7 -146.89 -2.88 4.84 0.00 0.00 3 ASD .6DL+WR1 7 -429.06 -1.31 3.78 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 7 496.34 3.24 -6.16 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 7 274.78 4.47 -6.97 0.00 0.00 6 ASD DL+CLL+WL2 7 236.11 0.81 -2.51 0.00 0.00 7 ASD DL+CLL+WR2 7 -55.41 2.43 -3.58 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 7 624.34 1.93 -4.11 '0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 7 166.81 4.75 -6.64 0.00 0.00 1 ASD DL+CLL+LL 7 -52.03 -0.21 -2.16 0.00 0.00 2'ASD .6DL+WL1 7 33.64 -0.02 1.40 0.00 0.00 3 ASD .6DL+WR1 7 45.45 -0.02 1.89 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 7 -24.98 -0.18 -1.04 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 7 -16.13 -0.18 -0.67 0.00 0.00 6 ASD DL+CLL+WL2 7 -0.54 -0.11 -0.02 0.00 0.00 7 ASD DL+CLL+WR2 7 11.27 -0.11 0.47 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 7 -30.94 -0.12 -1.28 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 7 -30.94 -0.12 -1.28 0.00 0.00 1 ASD DL+CLL+LL 8 151.27 7.73 -6.54 0.00 0.00 2 ASD .6DL+WL1 S 111.53 -5.41 2.87 0.00 0.00 3 ASD .6DL+WR1 8 45.00 -3.93 3.48 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 8 146.86 4.74 -4.37 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 8 96.00 5.89 -3.87 0.00 0.00 6'ASD DL+CLL+WL2 8 100.22 1.46 -1.73 0.00 0.00 7 ASD DL+CLL+WR2 8 33.10 2.97 -1.08 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 8 105.59 3.68 -5.07 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 8 74.71 5.49 -2.60 0.00 0.00 s North Valley - Frame Q 20 BSP 08-03-09 17 174113 SPLICE SUMMARY ------------ LCN Comb Load Conditions Analysis Moment Thrust Shear Out -of -Plane Out -of -plane No. -------------------------------------------------------------------------------------------------------- Typ Point in -kips kips kips Moment(in-kip) Shear(kip) 1 ASD DL+CLL+LL' 9 -52.14 -0.21 2.16 0.00 0.00 2 ASD .6DL+WL1 9 45.46 -0.02 -1.89 0.00 0.00 3 ASD .6DL+WR1 9 33.64 -0.02 -1.40 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 9 -16.18 -0.18 0.67 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 9 -25.03 -0.18 1.04 0.00 0.00 6 -ASD DL+CLL+WL2 9 11.26 -0.11 -0.47 0.00 0.00 7 ASD DL+CLL+WR2 9 -0.55 -0.11 0.02 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 9 -30.99 -0.12 1.28 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 9 -30.97 -0.12 1.28 0.00 0.00 1 ASD DL+CLL+LL 9 826.91 14.35 8.97 0.00 0.00 2 ASD .6DL+WL1 9 -231.31 -5.20 -5.08 0.00 0.00 3 ASD .6DL+WR1 9 -487.74 -6.78 -3.55 0.00 0.00 4 ASD. DL+CLL+.75(LL+WL2) 9 629.11 9.83 5.93 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 9 425.13 8.59 7.11 0.00 0.00 6 ASD DL+CLL+WL2 9 320.29 4.07 2.27 0.00 0.00 7 ASD DL+CLL+WR2 9 52.58 2.45 3.82 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 9 731.79 9.92 5.44 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 9 234.58 7.10 5.25 0.00 0.00 1'ASD DL+CLL+LL 11 6.02 9.07 -14.39 0.00 0.00 2 ASD .6DL+WL1 11. -175.61 -3.71 5.19 0.00 0.00 3 ASD .6DL+WR1 11 125.38 -4.26 6.77 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 11 -62.18 6.33 -9.84 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 11 178.59 5.94 -8.61 0.00 0.00 6 ASD DL+CLL+WL2 11 -88.40 2.75 -4.07 0.00 0.00 7 ASD DL+CLL+WR2 11 226.50 2.21 -2.45 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 11 -227.20 5.48 -9.93 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 11 251.59 5.27 -7.11 0.00 0.00 North Valley - Frame Q 20 BSP SPLICE SUMMARY -------------- T 08-03-09 18 174113 LCN Comb Load Conditions Analysis Moment Thrust Shear Out -of -Plane' Out -of -plane No. -------------------------------------------------------------------------------------------------------- Typ Point in -kips kips kips Moment(in-kip) Shear(kip) 1 ASD DL+CLL+LL 15 0.06 19.17 8.87 0.00 0.00 2 -ASD .6DL+WL1 15 -0.06 -6.35 -0.71 0.00 0.00 3 ASD .6DL+WR1 15 -0.06 -8.75 -5.40 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 15 0.06 13.58 6.87 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 15 0.06 11.73 3.18 0.00 0.00 6 ASD DL+CLL+WL2 15 0.06 6.04 3.59 0.00 0.00 7 ASD DL+CLL+WR2 15 -0.06 3.59 -1.25 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 15 0.06 12.84 7.19 0.,00 0.00 9 ASD DC(1+.14SD)+.7EQR 15 0.06 9.90 3.17 0.00 0.00 1 ASD DL+CLL+LL 13 1676.25 19.17 8.53 0.00 0.00 2 ASD .6DL+WL1 13 -406.27 -6.44 -3.51 0.00 0.00 3 ASD .6DL+WR1 13 -901.11 -8.71 -3.96 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 13 1234.63 13.55 5.95 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 13 844.38 11.80 5.57 0.00 0.00 6 -ASD DL+CLL+WL2 13 593.31 6.01 2.57 0.00 0.00 7 ASD DL+CLL+WR2 13 80.50 3.69 2.09 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 13 1365.86 12.84 7.00 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 13 603.55 9.90 3.09 0.00 0.00 • • • 0 North Valley - Frame Q 20 BSP 08-03-09 MODULE REVIEW DATA - DESIGN SUMMARY -------------- FRAME REACTIONS - Load Condition 1: ASD DL+CLL+LL Vertical Horizontal Moment Joint Roaction Rcactiaa RoaCLiiui Number ------ (kips) ----- (kips) --------- (in -kip) -------- 1 19.418 8.961 0.000 15 18.900 -9.104 0.000 16 5.518 0.052 0.000 SUM -------- 43.836 --------- -0.091 -------- -- Out of Plane -- RCduLiun Ioiuutei : (kips) (in -kip) -------- ------ 0.000 0.000 0.000 0.000 0.000 0.000 19 174113 CYCLE 1 • North Valley - Frame Q 20 BSP 08-03-09 20 174113 MODULE REVIEW DATA - DESIGN -------------- SUMMARY CYCLE 1 FRAME REACTIONS - Load Condition 2: ASD .6DL+WL1 Vertical Horizontal Moment -- Out of Plane -- Joint Reaction Reaction Reaction Reaction Moment Number ------ (kips) -------- (kips) --------- (in -kip) -------- (kips) -------- (in -kip) ------ 1 -8.309 -4.238 0.000 0.000 0.000 15 -6.326 0.925 0.000 0.000 0.000 16 -3.018 0.007 0.000 0.000 0.000 SUM -------- -17.653 --------- -3.306 -------- 0. & North Valley - Frame Q 20 BSP 08-03-09 21 MODULE REVIEW DATA - DESIGN -------------- SUMMARY CYCLE 1 FRAME REACTIONS - Load Condition 3: ASD .6DL+WR1 Vertical Horizontal Moment -- Out of Plane -- Joint Reaction Reaction Reaction Reaction Moment Number ------ (kips) -------- (kips) --------- (in -kip) -------- (kips) -------- (in -kip) ------ 1 -5.341 1.624 0.000 0.000 0.000 15 -8.577 5.786 0.000 0.000 0.000 16 -4.276 -------- 0.048 0.000 0.000 0.000 SUM -18.195 --------- 7.458 -------- 174113 • N Vi North Valley - Frame @ 20 BSP 08-03-09 MODULE REVIEW DATA - DESIGN SUMMARY -------------- FRAME REACTIONS - Load Condition 4: ASD DL+CLL+.75(LL+WL2) Vertical Horizontal Moment -- Out of Plane -- Joint Reaction Reaction Feaction Reaction Moment Number ------ (kips) -------- (kips) --------- (in -kip) -------- (kips) -------- (in -kip) ------ 1 12.194 4.511 0.000 0.000 0.000 15 13.362 -7.093 0.000 0.000 0.000 16 2.177 0.017 0.000 0.000 0.000 SUM -------- 27.733 --------- -2.565 -------- • • 22 174113 CYCLE 1 & - s North Valley - Frame ® 20 BSP 08-03-09 23 174113 MODULE REVIEW DATA - DESIGN SUMMARY -------------- CYCLE 1 FRAME REACTIONS - Load Condition 5: ASD DL+CLL+.75(LL+WR2) Vertical Horizontal Moment -- Out of Plane -- Joint Reaction Reaction Reaction Reaction Moment Number ------ (kips) -------- (kips) --------- (in -kip) -------- (kips) -------- (in -kip) ------ 1 14.477 8.975 0.000 0.000 0.000 15 11.625 -3.467 0.000 0.000 0.000 16 1.224 -------- 0.001 0.000 0.000 0.000 SUM 27.327 --------- 5.508 -------- • North Valley - Frame Q 20 BSP 08-03-09 24 MODULE REVIEW DATA - DESIGN -------------- SUMMARY CYCLE 1 FRAME REACTIONS - Load Condition 6: ASD DL+CLL+WL2 Vertical Horizontal Moment -- Out of Plane -- Joint Reaction Reaction Reaction Reaction Moment Number ------ (kips) -------- (kips) --------- (in -kip) -------- (kips) -------- (in -kip) ------ 1 4.026 0.372 0.000 0.000 0.000 15 5.922 -3.735 0.000 0.000 0.000 16 -0.570 -0.003 0.000 0.000 0.000 SUM -------- 9.378 --------- -3.366 -------- 174113 North Valley - Frame Q 20 BSP 08-03-09 25 MODULE REVIEW DATA - DESIGN -------------- SUMMARY CYCLE 1 FRAME REACTIONS - Load Condition 7: ASD DL+CLL+WR2 Vertical Horizontal Moment -- Out of Plane -- Joint Reaction Reaction Reaction Reaction Moment Number ------ (kips) -------- (kips) --------- (in -kip) -------- (kips) -------- (in -kip) ------ 1 7.046 6.313 0.000 0.000 0.000 15 3.624 1.125 0.000 0.000 0.000 16 -1.835 -------- 0.009 --------- 0.000 0.000 0.000 SUM 8.836 7.447 -------- 174113 0, North Valley - Frame Q 20. BSP 08-03-09 MODULE REVIEW DATA - DESIGN -------------- SUMMARY FRAME REACTIONS - Load Condition 8: ASD DC(1+.14SD)+.7EQL Vertical Horizontal Moment -- Out of Plane -- Joint Reaction Reaction Reaction Reaction Moment Number ------ (kips) -------- (kips) --------- (in -kip) -------- (kips) -------- (in -kip) ------ 1 10.157 2.185 0.000 0.000 0.000 15 12.619 -7.362 0.000 0.000 0.000 16 3.282 0.042 0.000 0.000 0.000 SUM -------- 26.058 --------- -5.135 -------- 26 174113 CYCLE 1 f North Valley - Frame Q 20 BSP 08-03-09 27 174113 MODULE REVIEW DATA - DESIGN SUMMARY -------------- CYCLE 1 FRAME REACTIONS - Load Condition 9: ASD DC(1+.14SD)+.7EQR Vertical Horizontal Moment -- Out of Plane -- Joint Reaction Reaction Reaction Reaction Moment Number ------ (kips) -------- (kips) --------- (in -kip) -------- (kips) -------- (in -kip) ------ 1 12.985 8.466 0.000 0.000 0.000 15 9.800 -3.432 0.000 0.000 0.000 1 16 3.273 -0.006 0.000 0.000 0.000 SUM 26.058 5.028 North Valley - Frame Q 20 -r BSP MODULE REVIEW DATA - DESIGN SUMMARY -------------- 08-03-09 28 174113 CYCLE 1 Lean -Col 16-17 Length 9.13 ft Angle of Member 90.00 deg Tube section Weight 124. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start Axial End or Pipe/Tube (in) Inner Flange Ratio Cond 1 9.13 46.0 3 3.04 ft 6.00 in 6.00 in 6.000 Width x0.188 Thk. 0.029 1 (Controlling Actions) -0.48 -66.85 136.30 584.15 0.00 0.11 0.14 -2.43 17.56 1 <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 -------------------------------------------------------------------------------------------------------------- 5.52 0.06 94.92 222.96 0.06 0.00 0.00 -0.01 31.42 1 Beam-MNT 2-17 Length 4.59 ft Angle of Member 11.06 deg Built-up section Weight 68. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 2.00 55.0 1 2.00 ft 6.00 in 12.00 in 6.000 X0.2500 0.1350 6.000 X0.2500 0.021 1 2 2.59 50.0 1 2.59 ft 12.00 in 12.00 in 6.000 X0.2500 0.1350 6.000 X0.2500 0.116 1 (Controlling Actions) r� <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 -0.21 -12.72 149.93 625.11 0.00 0.02 0.06 -1.06 17.56 1 2 -------------------------------------------------------------------------------------------------------------- ' -0.48 -66.85 136.30 584.15 0.00 0.11 0.14 -2.43 17.56 1 r� s • • North Valley - Frame @ 20 BSP 08-03-09 29 174113 MODULE REVIEW DATA - DESIGN SUMMARY CYCLE 1 -------------- -------------------------------------------------------------------------------------------------------------- Beam-MNT 17- 3 Length 8.86 ft Angle of Member 10.41 deg Built-up section Weight 137. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 8.86 55.0 3 2.95 ft 12.00 in 12.00 in 6.000 X0.2500 0.1350 6.000 X0.2500 0.110 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No-. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 0.61 -66.85 108.00 625.11 0.01 0.11 0.17 2.98 17.56 1 -------------------------------------------------------------------------------------------------------------- Beam-Col 1- 3 Length 10.75 ft Angle of Member 86.64 deg Built-up section Weight 338. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 10.75 55.0 3 3.58 ft 12.00 in 24.00 in 8.000 X0.3750 0.1880 . 8.000 X0.3750 0.426 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 19.91 -986.01 178.75 2637.94 0.11 0.37 0.33 -7.70 23.21 9 -------------------------------------------------------------------------------------------------------------- to N North Valley - Frame Q 20 BSP 08-03-09 30 174113 MODULE REVIEW DATA - DESIGN SUMMARY CYCLE 1 -------------- ---- -- - ---- - - --- ------ ------- - ------ - -- ------ -------- - ----- ---- ----------------- -------------- -- -------- - - ---- - Beam-MNT --------------------------------------------------------------------------------------------------------------------------- Beam-MNT 3- 5 Length 22.42 ft Angle of Member 13.60 deg Built-up section Weight 791. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 22.42 55.0 6 3.74 ft 24.00 in 24.00 in 8.000 X0.3750 0.1880 8.000 X0.3750 0.599 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 '10.12 1519.71 216.66 2637.94 0.05 0.58 0.66 15.21 23.21 1 -------------------------------------------------------------------------------------------------------------- Beam-MNT 5- 7 Length 7.72 ft Angle of Member 90.00 deg Built-up section Weight 272. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 7.72 55.0 2 3.86 ft 24.00 in 24.00 in 8.000 X0.3750 0.1880 8.000 X0.3750 0.590 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 5.57 1519.71 -------------------------------------------------------------------------------------------------------------- 196.93 2637.94 0.03 0.58 0.39 -9.08 23.21 1 North Valley - Frame @ 20 BSP 08-03-09 31 174113 MODULE REVIEW DATA - DESIGN SUMMARY CYCLE 1 -------------- -------------------------------------------------------------------------------------------------------------- Beam-MNT 6- 7 Length 4.02 ft Angle of Member 5.43 deg Built-up section Weight 107. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End. or Pipe/Tube (in) Inner Flange Ratio Cond 1 4.02 55.0 2 2.01 ft 6.00 in 15.00 in 8.000 X0.3750 0.1880 8.000 X0.3750 0.032 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 -0.21 -52.03 285.84 1621.87 0.00 0.03 0.06 -2.16 38.61 1 -------------------------------------------------------------------------------------------------------------- Beam-MNT 7- 8 Length 14.43 ft Angle of Member 14.04 deg Built-up section Weight 509. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 14.43 55.0 4 3.61 ft 24.00 in 24.00 in 8.000 X0.3750 0.1880 8.000 X0.3750 0.264 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 9.38 639.87 212.32 2637.94 0.04 0.24 0.28 =6.54 23.21 1 -------------------------------------------------------------------------------------------------------------- North Valley - Frame @ 20 BSP 08-03-09 32 174113 MODULE REVIEW DATA - DESIGN SUMMARY CYCLE 1 -------------- -------------------------------------------------------------------------------------------------------------- Beam-MNT 8- 9 Length 14.43 ft Angle of Member -14.04 deg Built-up section Weight 509. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 14.43 55.0 4 3.61 ft 24.00 in 24.00 in 8.000 X0.3750 0.1880 8.000 X0.3750 0.361 1 (•Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Regd Available Load No•. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 11.75 -879.05 210.27 2637.94 0.05 0.33 0.42 -9.71 23.21 1 ------------------------------------------------------------------=------------------------------------------- Beam-MNT 9-10 Length 4.02 ft Angle of Member -5.43 deg Built-up section Weight 107. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 4.02 55.0 2 2.01 ft 15.00 in 6.00 in 8.000 X0.3750 0.1880 8.000 X0.3750 0.033 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No, (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 -0.21 -52.14 285.84 1621.87 0.00 0.03 0.06 2.16 38.61 1 -------------------------------------------------------------------------------------------------------------- s North Valley - Frame @ 20 BSP MODULE REVIEW DATA - DESIGN SUMMARY -------------- 08-03-09 33 174113 CYCLE 1 Beam-MNT 11- 9 Length 7.72 ft Angle of Member 90.00 deg Built-up section Weight 272. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 7.72 55.0 2 3.86 ft 24.00 in 24.00 in 8.000 X0.3750 0.1880 8.000 X0.3750 0.348 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 14.35 826.91 196.93 2637.94 0.07 0.31 0.39 9.00 23.21 1 -------------------------------------------------------------------------------------------------------------- Beam-MNT 11-13 Length 8.42 ft Angle of Member 0.00 deg Built-up section Weight 297. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 8.42 55.0 3 2.81 ft 24.00 in 24.00 in 8.000 X0.3750 0.1880 8.000 X0.3750 0.656 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Regd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 9.07 -1676.25 212.32 2432.54 0.04 0.64 0.81 -18.90 23.21 1 . -------------------------------------------------------------------------------------------------------------- rn. North Valley - Frame @ 20 BSP 08-03-09 34 174113 MODULE REVIEW DATA - DESIGN SUMMARY CYCLE 1 -------------- -------------------------------------------------------------------------------------------------------------- Beam-Col 15-13 Length 16.01 ft Angle of Member 91.79 deg Built-up section Weight 503. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 16.01 55.0 5 3.20 ft 12.00 in 24.00 in 8.000 X0.3750 0.1880 8.000 X0.3750 0.697 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) 11(k -in) Axial Bendg Shear (kips) (kips) Cond 1 19.17 1676.25 132.49 2637.94 0.12 0.64 0.37 8.53 23.21 1 -------------------------------------------------------------------------------------------------------------- TOTAL FRAME WEIGHT IS 4037.lbs. North Valley - Frame @ 20 BSP 08-03-09 35 174113 MODULE REVIEW DATA - JOINT DEFLECTIONS ----------------- Joint Dflc for Load Comb 1: ASD DL+CLL+LL Weighted B2 Factor = 1.08 Vertical Horizontal Rotation Out -of -Plane Joint Deflection Deflection Angle Deflection Number ------ (inches) (inches) (deg) (inches) 1 -------- 0.00000 -------- 0.00000 -------- -0.18642 ----------- 0.00000 2 -0.00315 0.64714 0.00526 0.00000 3 -0.05056 0.65583 -0.44101 0.00000 5 -1.89652 1.09166 -0.09833 0.00000 6 -2.02524 1.04094 0.15459 0.00000 7 -1.89823 1.02890 0.14497 0.00000 8 -1.12360 0.83009 0.35140 0.00000 9 -0.14235 1.06899 0.24583 0.00000 10 0.05803 1.08805 0.23618 0.00000 11 -0.13793 1.36818 0.15497 0.00000 13 0.02539 1.36514 -0.03740 0.00000 15 0.00000 0.00000 -0.67487 0.00000 16 0.00000 0.00000 -0.33870 0.00000 17 -0.00524 0.64765 -0.02166 0.00000 IT, North Valley - Frame a 20 BSP 08-03-09 MODULE REVIEW DATA - JOINT DEFLECTIONS ----------------- Joint Dflc for Load Comb 2: ASD .6DL+WL1 Weighted B2 Factor = 0.97 Vertical Horizontal Rotation Out -of -Plane Joint Deflection Deflection Angle Deflection Number ------ (inches) -------- (inches) (deg) (inches) 1 0.00000 -------- 0.00000 -------- 0.02029 ----------- 0.00000 2 0.00879 -0.15425 -0.01041 0.00000 3 0.01423 -0.15463 0.13505 0.00000 5 .0.57721 -0.28534 -0.00097 0.00000 6 0.65323 -0.20832 -0.09161 0.00000 7 0.57810 -0.20119 -0.08539 0.00000 8 0.27800 -0.12301 -0.10432 0.00000 9 0.05505 -0.17518 -0.03580 0.00000 10 0.02991 -0.17756 -0.02739 0.00000 11 0.05345 -0.21782 -0.03195 0.00000 13 -0.00101 -0.21657 -0.00642 0.00000 15 0.00000 0.00000 0.10408 0.00000 16 0.00000 0.00000 0.08005 0.00000 17 0.00286 -0.15308 0.00437 0.00000 36 174113 North Valley - Frame @ 20 BSP 08-03-09 MODULE REVIEW DATA - JOINT DEFLECTIONS ----------------- Joint Dflc for Load Comb 3: ASD .6DL+WR1 Weighted B2 Factor = 0.98 Vertical Horizontal Rotation Out -of -Plane Joint Deflection Deflection Angle Deflection Number ------ (inches) -------- (inches) -------- (deg) (inches) 1 0.00000 0.00000 -------- 0.36741 ----------- 0.00000 2 -0.00241 -0.77091 0.00102 0.00000 3 0.04898 -0.77972 0.32322 0.00000 5 0.95665 -0.99694 0.01075 0.00000 6 1.06089 -0.91142 -0.12657 0.00000 7 0.95705 -0.90156 -0.11817 0.00000 8 0.44809 -0.77205 -0.19982 0.00000 9 -0.04231 -0.89168 -0.10138 0.00000 10 -0.12366 -0.89941 -0.09515 0.00000 11 -0.04440 -0.98899 -0.03234 0.00000 13 -0.02300 -0.98755 0.08781 0.00000 15 0.00000 0.00000 0.44909 0.00000 16 0.00000 0.00000 0.40381 0.00000 17 0.00406 -0.77216 0.02200 0.00000 37 174113 • North Valley - Frame Q 20BSP -r 08-03-09 MODULE REVIEW DATA - JOINT DEFLECTIONS ----------------- Joint Dflc for Load Comb 4: ASD DL+CLL+.75(LL+WL2) Weighted B2 Factor = 1.05 Vertical Horizontal Rotation Out -of -Plane Joint Deflection Deflection Angle Deflection Number ------ (inches) -------- (inches) (deg) (inches) 1 0.00000 -------- 0.00000 -------- -0.18425 ----------- 0.00000 2 0..00881 0.53022 -0.00861 0.00000 3 -0.03924 0.53958 -0.32373 0.00000 5 -1.33956 0.84777 -0.07443 0.00000 6 -1.42229 0.82404 0.09900 0.00000 7 -1.34056 0.81630 0.09438 0.00000 8 -0.80050 0.67797 0.25215 0.00000 9 -0.08012 0.85387 0.18393 0.00000 10 0.07225 0.86837 0.18093 0.00000 11 -0.07709 1.07204 0.10683 0.00000 13 0.02122 1.06991 -0.04249 0.00000 15 0.00000 0.00000 -0.52204 0.00000 16 0.00000 0.00000 -0.27844 0.00000 17 -0.00207 0.53244 -0.01920 0.00000 38 174113 .-1 North Valley - Frame Q 20 BSP 08-03-09 MODULE REVIEW DATA - JOINT DEFLECTIONS ----------------- Joint Dflc for Load Comb 5: ASD DL+CLL+.75(LL+WR2) Weighted B2 Factor = 1.19 Vertical Horizontal Rotation Out -of -Plane Joint Deflection Deflection Angle Deflection Number ------ (inches) -------- (inches) -------- (deg) -------- (inches) ----------- 1 0.00000 0.00000 0.09154 0.00000 2 -0.00043 0.03938 0.00086 0.00000 3 -0.01152 0.04199 -0.17327 0.00000 5 -1.03671 0.28125 -0.06612 0.00000 6 -1.09622 0.26603 0.07032 0.00000 7 -1.03809 0.26053 0.06734 0.00000 8 -0.66622 0.16357 0.17574 0.00000 9 -0.15843 0.28586 0.13222 0.00000 10 -0.05034 0.29615 0.12758 0.00000 11 -0.15578 0.46125 0.10699 0.00000 13 0.00376 0.45926 0.03280 0.00000 15 0.00000 0.00000. -0.24926 0.00000 16 0.00000 0.00000 -0.02072 0.00000 17 -0.00116 0.03961 -0.00509 0.00000 39 174113 N W North Valley - Frame @ 20 BSP 08-03-09 40 174113 MODULE REVIEW DATA - JOINT DEFLECTIONS ----------------- Joint Dflc for Load Comb 6: ASD DL+CLL+WL2 Weighted B2 Factor = 1.01 Vertical Horizontal Rotation Out -of -Plane Joint Deflection Deflection Angle Deflection Number ------ (inches) -------- (inches) -------- (deg) -------- (inches) 1 0.00000 0.00000 -0.12974 ----------- 0.00000 2 0.01383 0.30276 -0.01489 0.00000 3 -0.02067 0.30982 -0.15538 0.00000 5 -0.59600 0.44725 -0.03732 0.00000 6 -0.62574 0.44710 0.03523 0.00000 7 -0.59625 0.44431 0.03514 0.00000 8 -0.36145 0.38443 0.11588 0.00000 9 -0.01661 0.46908 0.09087 0.00000 10 0.06071 0.47643 0.09295 0.00000 11 -0.01536 0.57188 0.04485 0.00000 13 0.01242 0.57096 -0.03365 0.00000 15 0.00000 0.00000 -0.27283 0.00000 16 0.00000 0.00000 -0.15972 0.00000 17 0.00054 0.30542 -0.01207 0.00000 'w North Valley - Frame @ 20 BSP 0. 08-03-09 MODULE REVIEW DATA - JOINT DEFLECTIONS ----------------- Joint Dflc for Load Comb 7: ASD DL+CLL+WR2 Weighted B2 Factor = 1.01 Vertical Horizontal Rotation Out -of -Plane Joint Deflection Deflection Angle Deflection Number ------ (inches) -------- (inches) -------- (deg) (inches) 1 0.00000 0.00000 -------- 0.23194 ----------- 0.00000 2 0.00183 -0.34066 -0.00262 0.00000 3 0.01564 -0.34245 0.04162 0.00000 5 -0.19935 -0.29534 -0.02611 0.00000 6 -0.19886 -0.28486 -0.00213 0.00000 7 -0.20010 -0.28473 -0.00005 0.00000 8 -0.18523 -0.29053 0.01585 0.00000 9 -0.11907 -0.27616 0.02299 0.00000 10 -0.09986 -0.27432 0.02289 0.00000 11 -0.11831 -0.22953 0.04497 0.00000 13 -0.01047 -0.23027 0.06499 0.00000 15 0.00000 0.00000 0.08509 0.00000 16 0.00000 0.00000 0.17812 0.00000 17 0.00174 -0.34059 0.00640 0.00000 41 174113 0. N H North Valley - Frame @ 20 BSP 08-03-09 MODULE REVIEW DATA - JOINT DEFLECTIONS ----------------- Joint Dflc for Load Comb 8: ASD DC(1+.14SD)+.7EQL Weighted B2 Factor = 1.04 Vertical Horizontal Rotation Out -of -Plane Joint Deflection Deflection Angle Deflection Number ------- (inches) -------- (inches) -------- (deg) (inches) 1 0.00000 0.00000 -------- -0.37136 ----------- 0.00000 2 0.01249 0.86678 -0.01212 0.00000 3 -0.05787 0.87986 -0.42034 0.00000 5 -1.44054 1.20939 -0.05710 0.00000 6 -1.54763 1.15473 0.12889 0.00000 7 -1.44114 1.14462 0.12317 0.00000 8 -0.77988 0.97679 0.29464 0.00000 9 0.01258 1.17124 0.18544 0.00000 10 0.16463 1.18569 0.17971 0.00000 11 0.01564 1.37023 0.07931 0.00000 13 0.03120 1.36839 -0.10746 0.00000 15 0.00000 0.00000 -0.62547 0.00000 16 0.00000 0.00000 -0.45492 0.00000 17 -0.00312 0.86990 -0.02812 0.00000 42 174113 s North Valley - Frame Q 20 BSP • 08-03-09 MODULE REVIEW DATA - JOINT DEFLECTIONS ----------------- Joint Dflc for Load Comb 9: ASD DC(1+.14SD)+.7EQR Weighted B2 Factor = 1.00 Vertical Horizontal Rotation Out-of-Plane- ut-of-PlaneJoint Joint Deflection Deflection Angle Deflection Number ------ (inches) -=------ (inches) (deg) (inches) 1 0.00000 -------- 0.00000 -------- 0.16431 ----------- 0.00000 2 -0.01713 -0.12726 0.01932 0.00000 3 -0.00048 -0.13048 -0.09220 0.00000 5 -0.78321 0.05108 -0.05967 0.00000 6 -0.82592 0.04827 0.05102 0.00000 7 -0.78467 0.04437 0.04529 0.00000 8 -0.54325 -0.01958 0.11574 0.00000 9 -0.18713 0.06552 0.10308 0.00000 10 -0.10408 0.07343 0.09735 0.00000 11 -0.18494 0.21923 0.10497 0.00000 13 -0.00212 0.21746 0.06799 0.00000 15 0.00000 0.00000 -0.16063 0.00000 16 0.00000 0.00000 0.06795 0.00000 17 -0.00311 -0.12994 0.00332 0.00000 43 174113 • CADocuments and Settingslbspark\Desktop\NortWalley7.bcf FEZL Z. @ G[ "2.L 0 ZZ i f>Cr— -1) 14 ******************************************* * * * Auto/Steel Design * * * Butler Manufacturing Company * * BC Frame * V5.0 January 2008 * * * Complying with AISC-2005 (13th) * * TITLE: North Valley - Frame @ 22 BY: BSP. DATE: 08-03-09 FILE NO.: 174113 REPORT OPTIONS ....DESIGN DATA ....DESIGN SUMMARY REPORT ....JOINT DEFLECTIONS ....SECTION PROPERTIES ....SPLICE SUMMARY REPORT Specialty ....(LAST CYCLE ONLY) ....(LAST CYCLE ONLY) 0. *** E X E C U T I O N 0 P T I O N S *** --- Stability Analysis per AISC-2005 --- EXECUTION MODE = REVIEW MAXIMUM NUMBER OF TRIALS = 1 UNITY CHECK RANGE = 0.950 TO 1.015 MAXIMUM SEGMENT SIZE = 4.000 ft. COEF. OF LINEAR EXPANSION = 0.0000065000 MOD. OF ELASTICITY,E = 29000000. psi WEB STIFFENERS = NO • *** D E T A I L I N P U T E C H O *** ADS JOINTS ADS JOINT 1 26.08 0.00 1101 0.000 0.000 0.000 ADS JOINT 2 49.00 0.00 1101 0.000 0.000 0.000 ADS JOINT 3 26.58 16.00 01 0.000 0.000 0.000 ADS JOINT 4 34.00 16.00 01 0.000 0.000 0.000 ADS JOINT 5 35.17 16.00 01 0.000 0.000 0.000 ADS JOINT 6 31.00 24.25 01 0.000 0.000 0.000 ADS JOINT 7 35.17 25.04 01 0.000 0.000 0.000 ADS JOINT 8 49.00 28.50 01 0.000 0.000 0.000 ADS JOINT 9 62.83 25.04 01 0.000 0.000 0.000 ADS JOINT 10 67.00 24.25 01 0.000 0.000 0.000 ADS JOINT 11 62.83 16.00 01 0.000 '0.000 0.000 ADS JOINT 12 64.00 16.00 01 0.000 0.000 0.000 ADS JOINT 13 84.79 10.73 01 0.000 0.000 0.000 ADS JOINT 14 98.00 8.25 01 0.000 0.000 0.000 ADS JOINT 15 85.42 0.00 1101 0.000 0.000 0.000 ADS JOINT 16 65.00 0.00 1101 0.000 0.000 0.000 ADS JOINT 17 65.00 15.50 01 0.000 0.000 0.000 ADS JOINT 18 93.50 0.00 1101 0.000 0.000 0.000 ADS JOINT 19 93.50 9.13 01 0.000 0.000 0.000 ADS JOINT 20 49.00 16.00 01 0.000 0.000 0.000 ADS MEMBERS ADS MEMBERBC 1 3 0.12.00 0.00 0.00 0.00 0.00 0.0024.00 1 0. 1.500 ADS SECTION 1 110 204 55.000 0.000 S1 SE 0.000 ADS MEMBERBM 3 4 0.24.00 0.00 0.00 0.00 0.00 0.0024.00 1 0. B 1.000 ADS BRACE 4.0 9.OT 14.0 19.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 ADS SECTION 1 110 204 110 55.000 0.000 SE 0.000 ADS MEMBERBM 4 5 0.24.00 0.00 0.00 0.00 0.00 0.0024.00 1 0. 1.000 ADS SECTION 1 113 204 55.000 0.000 ' 0.000 ADS MEMBERBM 5 7 1000.12.00 0.00 0.00 0.00 0.00 0.0012.00 1 0. 1.000 ADS SECTION 1 102 211 55.000 0.000 0.000 ADS MEMBERBM 6 7 0. 6.00 0.00 0.00 0.00 0.00 0.0015.00 1 0. 1.000 ADS SECTION 1 102 211 55.000 0.000 SE 0.000 ADS MEMBERBM 7 8 0.14.00 0.00 0.00 0.00 0.00 0.0014.00 1 0. B 1.000 ADS BRACE 5.0 9.OT 13.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 ADS SECTION 1 102 211 55.000 0.000 S1 SE 0.000 ADS MEMBERBM 8 9 0.14.00 0.00 0.00 0.00 0.00 0.0014.00 1 0. B 1.000 ADS BRACE 1.0 5.OT 9.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 ADS SECTION 1 102 211 55.000 0.000 SE 0.000 ADS MEMBERBM 9 10 0.15.00 0.0.0 0.00 0.00 0.00 0.00 6.00 1 0. 1.000 ADS SECTION 1 102 211 55.000 0.000 S1 0.000 ADS.MEMBERBM 11 9 1000.12.00 0.00 0.00 0.00 0.00 0.0012.00 1 0. 1.000 I N ADS SEp7N 1 102 211 55.000 0.00 0.000 ' ADS MEI 'r. RBM 5 20 0.24.00 0.00 0.00 0.00 0.00 0.0024.00 1 0. 1.000 ADS SECTION 1 113 204 55.000 0.000 0.000 ADS MEMBERBM 20 11 0.24.00 0.00 0.00 0.00 0.00 0.0024.00 1 0. 1.000 ADS SECTION 1 113 204 55.000 0.000 0.000 ADS MEMBERLC 2 20 1.12.00 0.00 0.00 0.00 0.00 0.0012.00 R1 0. 1.000 ADS SECTION 1 106 211 55.000 0.000 S1 SE 0.000 ' ADS MEMBERBM 11 12 0.24.00 0.00 0.00 0.00 0.00 0.0024.00 1 00 .000 ' ADS SECTION 1 113 204 55.000 0.000 0.000 ADS MEMBERBM 12 17 0.24.00 0.00 0.00 0.00 0.00 0.0024.00 1 0. 1.000 ADS SECTION 1 110 204 55.000 0.000 0.000 ADS MEMBERLC 16 17 1.12.00 0.00 0.00 0.00 0.00 0.0012.00 1 0. 1.000 ADS SECTION 1 106 211 55.000 0.000 Si SE 0.000 ADS MEMBERBM 17 13 0.24.00 0.00 0.00 0.00 0.00 0.0024.00 1 0. 1.000 ADS SECTION 1 110 204 55.000 0.000 0.000 ADS MEMBERBC 15 13 0.12.00 0.00 0.00 0.00 0.00 0.0024.00 1 0. 1.500 ADS SECTION 1 110 204 55.000 0.000 S1 SE 0.000 ADS MEMBERBM 13 19 1000.12.00 0.00 0.00 0.00 0.00 0.0012.00 1 0. B 1.000 ADS BRACE 4.OT 8.OT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 ADS SECTION 1 102 211 55.000 0.000 S1 0.000 ADS MEMBERBM 19 14 0.12.0012.00 0.00 0.00 0.00 0.00 6.00 2 0. 1.000 ADS SECTION 1 102 211 55.000 0.000 0.000 ADS SECTION 2 102 211 55.000 2.000 0.000 ' ADS MEMBERLC 18 19 1. 6.00 0.00 0.00 0.00 0.00 0.00 6.00 1 0. 1.000 ADS 'MISSING SECTION 1 603 46.000 0.000 S1 SE 0.000 ' LOADCOND CARD - WILL ASSUME LDCN CARDS FOLLOW ADS LOADION ASD LDCN1.00 1 100. DL 100. CL 100. LL 0. DL+CLL+LL ASD LDCN1.00 2 60. DL 100. WLL 100. IP 0. .6DL+WL1 ASD LDCN1.00 3 60. DL 100. WLR 100. IP 0. .6DL+WR1 ASD LDCN1.00 4 100. DL 100. CL 75. LL 75. WLL DL+CLL+.75(LL+WL2) C 75. IS 0. 0. 0. ASD LDCN1.00 5 100. DL 100. CL 75. LL 75. WLR DL+CLL+.75(LL+WR2) C 75. IS 0. 0. 0. ASD LDCN1.00 6 100. DL 100. CL 100. WLL 100. IS DL+CLL+WL2 ASD LDCN1.00 7 100. DL 100. CL 100. WLR 100. IS DL+CLL+WR2 ASD LDCN1.00 8 107. DL 107. CL 70. EQ 0. DC(1+.14SD)+.7EQL ASD LDCN1.00 9 107. DL 107. CL -70. EQ 0. DC(1+.14SD)+.7EQR ADS LOADS ADS LOAD 3 4 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 ADS LOAD 4 5 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 ADS LOAD 6 7 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 ADS LOAD 7 8 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 ADS LOAD 8 9 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 ADS LOAD 9 10 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 I ADS ' ADS LO 11 12 DL L 12 17 DL GLOB Y UNIF GLOB Y UNIF 0.000 0.000 -0.100 0.0 0 -0.100 0 0.000. 0.000 ADS L 17 13 DL GLOB Y UNIF 0.000 -0.100 0. 0.000 • N ADS L 13 19 DL GLOB Y UNIF 0.000 -6.100 00.000 ADS I W 19 14 DL GLOB Y UNIF 0.000 -0.100 0 0.000 ADS L 3 4 CL GLOB Y UNIF 0.000 -0.200 0. 0.000 ADS LOAD 4 5 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 ADS LOAD 6 7 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 ADS LOAD 7 8 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 ADS LOAD 8 9 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 ADS LOAD 9 10 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 ADS LOAD 11 12 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 ADS LOAD 12 17 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 ADS LOAD 17 13 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 ADS LOAD 13 19 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 ADS LOAD 19 14 CL GLOB Y UNIF 0.000 -0.240 0.000 0.000 ADS LOAD 3 4 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 ADS LOAD 4 5 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 ADS LOAD 6 7 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 ADS LOAD 7 8 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 ADS LOAD 8 9 LL GLOB Y UNIF 0.000 -0..240 0.000 0.000 ADS LOAD 9 10 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 ADS LOAD 11 12 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 ADS LOAD 12 17 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 ADS LOAD 17 13 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 ADS LOAD 13 19 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 ADS LOAD 19 14 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 ADS LOAD 1 3 WLL GLOB X UNIF 0.000 0.151 0.000 0.000 ADS LOAD 3 4 WLL MEMB Y UNIF 0.000 0.217 0.000 0.000 ADS LOAD 4 5 WLL MEMB Y UNIF 0.000 0.217 0.000 0.000 ADS LOAD 5 7 WLL GLOB X UNIF 0.000 0.151 0.000 0.000 ADS LOAD 6 7 WLL MEMB Y UNIF 0.000 0.350 0.000 0.000 ADS LOAD 7 8 WLL MEMB Y UNIF 0.000 0.217 0.000 0.000 ADS LOAD 8 9 WLL MEMB Y UNIF 0.000 0.137 0.000 0.000 ADS LOAD 9 10 WLL MEMB Y UNIF 0.000 0.472 0.000 0.000 ADS LOAD 11 9 WLL GLOB X UNIF 0.000 0.118 0.000 0.000 ADS LOAD 11 12 WLL MEMB Y UNIF 0.000 0.137 0.000 0.000 ADS LOAD 12 17 WLL MEMB Y UNIF 0.000 0.137 0.000 0.000 ADS LOAD 17 13 WLL MEMB Y UNIF 0.000 0.137 0.000 0.000 ADS LOAD 15 13 WLL GLOB X UNIF 0.000 0.118 0.000 0.000 ADS LOAD 13 19 WLL MEMB Y UNIF 0.000 0.472 0.000 0.000 ADS LOAD 19 14 WLL MEMB Y UNIF 0.000 0.472 0.000 0.000 ADS LOAD 1 3 WLR GLOB X UNIF 0.000 -0.118 0.000 0.000 ADS LOAD 3 4 WLR MEMB Y UNIF 0.000 0.137 0.000 0.000 ADS LOAD 4 5 WLR MEMB Y UNIF 0.000 0.137 0.000 0.000 ADS LOAD 5 7 WLR GLOB X UNIF 0.000 -0.118 0.000 0.000 ADS LOAD 6 7 WLR MEMB Y UNIF 0.000 0.472 0.000 0.000 ADS LOAD 7 8 WLR MEMB Y UNIF 0.000 0.137 0.000 0.000 ADS LOAD 8 9 WLR MEMB Y UNIF 0.000 0.217 0.000 0.000 ADS LOAD 9 10 WLR MEMB Y UNIF 0.000 0.350 0.000 0.000 ADS LOAD 11 9 WLR GLOB X UNIF 0.000 -0.151 0.000 0.000 ADS LOAD 11 12 WLR MEMB Y UNIF 0.000 0.217 0.000 .0.000 ADS LOAD 12 17 WLR MEMB Y UNIF 0.000 0.217 0.000 0.000 ADS LOAD 17 13 WLR MEMB Y UNIF 0.000 0.217 0.000 0.000 ADS LOAD 15 13 WLR GLOB X UNIF 0.000 -0.151 0.000 0.000 ADS LOAD 13 19 WLR MEMB Y UNIF 0.000 0.350 0.000 0.000 ADS LOAD 19 14 WLR MEMB Y UNIF 0.000 0.350 0.000 0.000 ADS LOAD 1 3 IP GLOB X UNIF 0.000 -0.057 0.000 0.000 ADS LOAD 3 4 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 ADS LOAD 4 5 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 ADS LOAD 5 TIP GLOB X UNIF 0.000 -0.057 0.000 0.000 ADS LOAD 6 7 IP MEMB • Y UNIF 0.000 0.057 0.000 0.000 ADS LOAD 7 8 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 ADS LOT -'l 8 9 IP MEMB Y UNIF 0.000 0.057 0.Q� 0.000 �l ADS LO:. 9 10 IP MEMB Y UNIF 0.000 0.057 0.0 0.000 ADS LOAD 11 9 IP GLOB X UNIF 0.000 0.057 0.000 0.000 ADS LOAD 11 12 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 ADS LOAD 12 17 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 ADS LOAD 17 13 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 ADS LOAD 15 13 IP GLOB X UNIF 0.000 0.057 0.000 0.000 ADS LOAD 1 3 IS GLOB X UNIF 0.000 0.057 0.000 0.000 ADS LOAD 3 4 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 ADS LOAD 4 5 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 ADS LOAD 5 7 IS GLOB X UNIF 0.000 0.057 0.000 0.000 ADS LOAD 6 7 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 ADS LOAD 7 8 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 ADS LOAD 8 9 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 ADS LOAD 9 10 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 ADS LOAD 11 9 IS GLOB X UNIF 0.000 -0.057 0.000 0.000 ADS' LOAD 11 12 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 ADS LOAD 12 17 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 ADS LOAD 17 13 IS MEMB Y UNIF 0.000 .-0.057 0.000 0.000 ADS LOAD 15 13 IS GLOB X UNIF 0.000 -0.057 0.000 0.000 ADS LOAD 3 4 EQ GLOB X CONC 0.000 2.650 0.000 0.000 ADS LOAD 13 17 EQ GLOB X CONC 0.000 2.650 0.000 0.000 ADS LOAD 7 8 EQ GLOB X CONC 0.000 0.980 0.000 0.000 ADS LOAD 9 8 EQ GLOB X CONC 0.000 0.980 0.000 0.000 ADS END s � t North Valley - Frame Q 22 BSP 08-03-09 1 174113 JOINT DATA JOINT X-COORD Y-COORD DEGREE -OF -FREEDOM OUT -OF -PLANE DOF NUMBER ft. ft. FIXITY FIXITY X Y Mz Z Mx 1 26.080 0.000 1 1 0 1 2 49.000 0.000 1 1 0 1 3 26.580 16.000 0 .0 0 1 4 34.000 16.000 0 0 0 1 5 35.170 16.000 0 0 0 1 6 31.000 24.250 0 0 0 1 7 35.170 25.040 0 0 0 1 8 49.000 28.500 0 0 0 1 9 62.830 25.040 0 0 0 1 10 67.000 24.250 0 0 0 1 11 62.830 16.000 0 0 0 1 12 64.000 16.000 0 0 0 1 13 84.790 10.730 0 0 0 1 14 98.000 8.250 0 0 0 1 15 85.420 0.000 1 1 0 1 16 65.000 0.000 1 1 0 1 17 65.000 15.500 0 0 0 1 18 93.500 0.000 1 1 0 1 19 93.500 9.130 0 0 0 1 20 49.000 16.000 0 0 0 1 (0 = FREE 1 = FIXED) (A,B,C = ELASTIC, A -Soft, B -Medium, C -Hard) North Valley - Frame @ 22 BSP 08-03-09 2 174113 MEMBER DATA MEMBER RELEASES RELEASES YIELD NUM MEMBER at START at END STRESS (START -END) TYPE X Y Mz X Y Mz ksi 1 3 Beam -Col 0 0 0 0 0 0 55.0 3- 4 Beam-MNT 0 0 0 0 0 0 55.0 4- 5 Beam-MNT 0 0 0 0 0 0 55.0 5- 7 Beam-MNT 0 0 1 0 0 0• 55.0 6- 7 Beam-MNT 0 0 0 0 0 0 55.0 7- 8 Beam-MNT 0 0 0 0 0 0 55.0 8- 9 Beam-MNT 0 0 0 0 0 0 55.0 9- 10 Beam-MNT 0 0 0 0 0 0 55.0 11•- 9 Beam-MNT 0 0 1 0 0 0 55.0 5- 20 Beam-MNT 0 0 0 0 0 0 55.0 20 - 11 Beam-MNT 0 0 0 0 0 0 55.0 2- 20 Lean -Col 0 0 0 0 0 1 55.0 Rotated at 90 degrees 11 - 12 Beam-MNT 0 0 0 0 0 0 55.0 12 - 17 Beam-MNT 0 0 0 0 0 0 55.0 16 - 17 Lean -Col 0 0 0 0 0 1 55.0 17 - 13 Beam-MNT 0 0 0 0 0 0 55.0 15 - 13 Beam -Col 0 0 0 0 0 0 55.0 13 - 19 Beam-MNT 0 0 1 0 0 0 55.0 19 - 14 Beam-MNT 0 0 0 0 0 0 55.0 18 - 19 Lean -Col 0 0 0 0 0 1 46.0 ( 1 = RELEASE 0 = NO RELEASE ) Memb-Typ Description Notional Load EI EA -------- ----------- ------------- ----- ----- Beam-Col Beam Col Yes 0.8EI 0.8EA Lean -Col Lean -on -Col Yes EI EA Beam-MNT Beam w/end moment No O.8EI EA Beam -SMP Simple beam No EI EA Bracing Bracing member No EI 0.8EA North Valley - Frame @ 22 BSP 08-03-09 3 174113 LOADS APPLIED TO STRUCTURE -------------------------- START END GROUP SYSTEM DIR. TYPE DIST. to LOAD INT. LOAD FINAL INT. LOAD ID. JOINT JOINT LOAD kips,klf LENGTH ------------------------- ------------------------------------------------------------------------------------------- ft in -kips ft 1 3 WLL GLOB X UNIF 0.000 0.151 0.000 0.000 1 3 WLR GLOB X UNIF 0.000 -0.118 0.000 0.000 1 3 IP GLOB X UNIF 0.000 -0.057 0.000 0.000 1 3 IS GLOB X UNIF 0.000 0.057 0.000 0.000 3 4 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 3 4 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 3 4 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 3 4 WLL MEMB _ Y UNIF 0.000 0.217 0.000 0.000 3 4 WLR MEMB Y UNIF 0.000 0.137 0.000 0.000 3 4 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 3 4 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 3 4 EQ GLOB X CONC 0.000 2.650 0.000 0.000 4 5 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 4 5 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 4 5 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 4 5 WLL MEMB Y UNIF 0.000 0.217 0.000 0.000 4 5 WLR MEMB Y UNIF 0.000 0.137 0.000 0.000 4 5 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 4 5 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 5 7 WLL GLOB X UNIF 0.000 0.151 0.000 0.000 5 7 WLR GLOB X UNIF 0.000 -0.118 0.000 0.000 5 7 IP GLOB X UNIF 0.000 -0.057 0.000 0.000 5 7 IS GLOB X UNIF 0.000 0.057 0.000 0.000 6 7 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 6 7 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 6 7 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 6 7 WLL MEMB Y UNIF 0.000 0.350 0.000 0.000 6 7 WLR MEMB Y UNIF 0.000 0.472 0.000 0.000 6 7 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 6 7 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 7 8 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 7 8 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 7 8 LL GLOB Y UNIF' 0.000 -0.240 0.000 0.000 7 8 WLL MEMB Y UNIF 0.000 0.217 0.000 0.000 7 8 WLR MEMB Y UNIF 0.000 0.137 0.000 0.000 • North Valley - Frame @ 22 BSP 08-03-09 4 174113 LOADS APPLIED TO STRUCTURE -------------------------- START END GROUP SYSTEM DIR. TYPE DIST. to LOAD INT. LOAD FINAL INT. LOAD ID. JOINT JOINT LOAD kips,klf LENGTH -------------------------------------------------------------------------------------------------------------------- ft in -kips ft 7 8 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 7 8 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 7 8 EQ GLOB X CONC 0.000 0.980 0.000 0.000 8 9 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 8 9 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 8 9 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 8 9 WLL MEMB Y UNIF 0.000 0.137 0.000 0.000 8 9 WLR MEMB Y UNIF 0.000 0.217 0.000 0.000 8 9 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 8 9 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 9 8 EQ GLOB X CONC 0.000 0.980 0.000 0.000 9 10 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 9 10 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 9 10 LL GLOB Y UNIF .0.000 -0.240 0.000 0.000 9 10 WLL MEMB Y UNIF 0.000 0.472 0.000 0.000 9 10 WLR MEMB Y UNIF 0.000 0.350 0.000 0.000 9 10 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 9 10 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 11 9 WLL GLOB X UNIF 0.000 0.118 0.000 0.000 11 9 WLR GLOB X UNIF 0.000 -0.151 0.000 0.000 11 9 IP GLOB X UNIF 0.000 0.057 0.000 0.000 11 9 IS GLOB X UNIF 0.000 -0.057 0.000 0.000 11 12 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 11 12 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 11 12 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 11 12 WLL MEMB Y UNIF 0.000 0.137 0.000 0.000 11 12 WLR MEMB Y UNIF 0.000 0.217 0.000 0.000 11 12 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 11 12 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 12 17 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 12 17 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 12 17 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 12 17 WLL MEMB Y UNIF 0.000 0.137 0.000 0.000 12 17 WLR MEMB Y UNIF 0.000 0.217 0.000 0.000 12 17 IP MEMB Y UNIF 0.000 0.057 0.000 0.000 �j North Valley - Frame @ 22 BSP 08-03.-09 5 174113 LOADS APPLIED TO STRUCTURE -------------------------- START END GROUP SYSTEM DIR. TYPE DIST. to LOAD INT. LOAD FINAL INT. LOAD ID. JOINT JOINT LOAD kips,klf LENGTH -------------------------------------------------------------------------------------------------------------------- ft in -kips ft 12 17 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 17 13 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 17 13 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 17 13 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 17 13 WLL MEMB Y UNIF 0.000 0.137 0.000 0.000 17 13 WLR MEMB Y UNIF 0.000 0.217 0.000 0.000 17 13 IP MEMB Y UNIF 0.000 0.057 .0.000 0.000 17 13 IS MEMB Y UNIF 0.000 -0.057 0.000 0.000 13 17 EQ GLOB X CONC 0.000 2.650 0.000 0.000 15 13 WLL GLOB X UNIF 0.000 0.118 0.000 0.000 15 13 WLR GLOB X UNIF 0.000 -0.151 0.000 0.000 15 13 IP GLOB X UNIF 0.000 0.057 0.000 0.000 15 13 IS GLOB X UNIF 0.000 -0.057 0.000 0.000 13 19 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 13 19 CL GLOB Y UNIF 0.000 -0.200 0.000 0.000 13 19 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 13 19 WLL MEMB Y UNIF 0.000 0.472 0.000 0.000 13 19 WLR MEMB Y UNIF 0.000 0.350 0.000 0.000 19 14 DL GLOB Y UNIF 0.000 -0.100 0.000 0.000 19 14 CL GLOB Y UNIF 0.000 -0.240 0.000 0.000 19 14 LL GLOB Y UNIF 0.000 -0.240 0.000 0.000 19 14 WLL MEMB Y UNIF 0.000 0.472 0.000 0.000 19 14 WLR MEMB Y UNIF 0.000 0.350 0.000 0.000 North Valley - Frame @ 22 BSP T LOAD COMBINATIONS ----------------- 08-03-09 6 174113 LCN LOAD CONDITION ALLOW LOADING GROUP 1 LOADING GROUP 2 LOADING GROUP 3 LOADING GROUP 4 NO. -------------------------------------------------------------------------------------------------------------------- Typ INCREASE PERCENT 5 or 9 PERCENT 6 or 10 PERCENT 7 or 11 PERCENT 8 or 12 1 ASD - DL+CLL+LL 1.00 100.00 DL 100.00 CL 100.00 LL 2 ASD - .6DL+WL1 1.00 60.00 DL 100.00 WLL 100.00 IP 3 ASD - .6DL+WR1 1.00 60.00 DL 100.00 WLR 100.00 IP 4 ASD - DL+CLL+.75(LL+WL2) 1.00 100.00 DL 100.00 CL 75.00 LL 75.00 WLL 75.00 IS 0.00 0.00 0.00 5 ASD - DL+CLL+.75(LL+WR2) 1.00 100.00 DL 100.00 CL 75.00 LL 75.00 WLR 75.00 IS 0.00 0.00 0.00 6 ASD - DL+CLL+WL2 1.00 100.00 DL 100.00 CL 100.00 WLL 100.00 IS 7 ASD - DL+CLL+WR2 1.00 100.00 DL 100.00 CL 100.00 WLR 100.00 IS 8 ASD - DC(1+.14SD)+.7EQL 1.00 107.00 DL 107.00 CL 70.00 EQ 9 ASD - DC(1+.14SD)+.7EQR 1.00 107.00 DL 107.00 CL -70.00 EQ C • • O 0 a, North Valley - Frame a 22 BSP 08-03-09 GENERATED NOTIONAL LOADS ------------------------ Notional Loads for Load Comb. 1: ASD DL+CLL+LL Start End Coord Dir. Type Dist. to Load Int. JT JT Sys. Load(ft) (kips) ---------------------------------------------------- 1 3 GLOB X CONC 16.008 -0.032 2 20 GLOB X CONC 16.000 -0.022 16 17 GLOB X CONC 15.500 -0.046 15 13 GLOB X CONC 10.748 -0.024 18 19 GLOB X CONC 9.130 -0.018 ---------------------------------------------------- Sum: -0.142 ( = or > 0.002 x 1.6Yi) Notional Loads for Load Comb. 2: ASD .6DL+WL1 Start End Coord Dir. Type Dist. to Load Int. JT JT Sys. Load(ft) (kips) ---------------------------------------------------- 1 3 GLOB X CONC 16.008 0.018 2 20 GLOB. X CONC 16.000 0.000 16 17 GLOB X CONC 15.500 0.030 15 13 GLOB X CONC 10.748 0.005 18 ---------------------------------------------------- 19 GLOB X CONC 9.130 0.014 Sum: 0.067 ( = or > 0.002 x 1.6Yi) Notional Loads for Load Comb. 3: ASD .6DL+WR1 Start End Coord Dir. Type Dist. to Load Int. JT JT Sys. Load(ft) (kips) ---------------------------------------------------- 1 3 GLOB X CONC 16.008 -0.009 2 20 GLOB X CONC 16.000 -0.010 16 17 GLOB X CONC 15.500 -0.013 15 13 GLOB X CONC 10.748 -0.016 18 19 GLOB X CONC 9.130 -0.010 ---------------------------------------------------- Sum: -0.058 ( = or > 0.002 x 1.6Yi) 7 174113 North Valley - Frame @ 22 BSP r GENERATED NOTIONAL LOADS ------------------------ Notional Loads for Load Comb. 4: ASD DL+CLL+.75(LL+WL2) Start End Coord Dir. Type Dist. to Load Int. JT ---------------------------------------------------- JT Sys. Load(ft) (kips) 1 3 GLOB X CONC 16.008 0.017 2 20 GLOB X CONC 16.000 0.020 16 17 GLOB X CONC 15.500 0.022 15 13 GLOB X CONC 10.748 0.026 . 18 ---------------------------------------------------- 19 GLOB X CONC 9.130 0.005 Sum: 0.090 ( 08-03-09 = or > 0.002 x 1.6Yi) Notional Loads for Load Comb. 5: ASD DL+CLL+.75(LL+WR2) Start End Coord Dir. Type Dist. to Load Int. JT JT Sys. Load(ft) (kips) ---------------------------------------------------- 1 3 GLOB X CONC 16.008 -0.024 2 20 GLOB X CONC 16.000 -0.013 16 17 GLOB X CONC 15.500 -0.034 15 13 GLOB X CONC 10.748 -0.011 18 19 GLOB X CONC 9.130 -0.008 ---------------------------------------------------- Sum: -0.090 ( = or > 0.002 x 1.6Yi) Notional Loads for Load Comb. 6: ASD DL+CLL+WL2 Start End Coord Dir. Type Dist. to Load Int. JT JT Sys. Load(ft) (kips) ---------------------------------------------------- 1 3 GLOB X CONC 16.008 0.003 2 20 GLOB X CONC 16.000 0.013 16 17 GLOB X CONC 15.500 0.000 15 13 GLOB X CONC 10.748 0.020 18 19 GLOB X CONC 9.130 0.005 Sum: 0.041 = or > 0.002 x 1.6Yi) 8 174113 �j North Valley - Frame @ 22 BSP 08-03-09 9 174113 GENERATED NOTIONAL LOADS ------------------------ Notional Loads for Load Comb. 7: ASD DL+CLL+WR2 Start End Coord Dir. Type Dist. to Load Int. JT ---------------------------------------------------- JT Sys. Load(ft) (kips) 1 3 GLOB X CONC 16.008 -0.012 2 20 GLOB X CONC 16.000 -0.003 16 17 GLOB X CONC 15.500 -0.017 15 13 GLOB X CONC 10.748 -0.001 18 ---------------------------------------------------- 19 GLOB X CONC 9.130 -0.001 ---------------------------------------------------- Sum: -0.034 ( = or > 0.002 x 1.6Yi) Notional Loads for Load Comb. 8: ASD DC(1+.14SD)+.7EQL Start End Coord Dir. Type Dist. to Load Int. JT ---------------------------------------------------- JT Sys. Load(ft) (kips) 1 3 GLOB X CONC 16.008 0.013 2 20 GLOB X CONC 16.000 0.021 16 17 GLOB X CONC 15.500 0.015 15 13 GLOB X CONC 10.748 0.025 18 ---------------------------------------------------- 19 GLOB X CONC 9.130 0.011 ---------------------------------------------------- Sum: 0.086 ( = or > 0.002 x 1.6Yi) Notional Loads for Load Comb. 9: ASD DC(1+.14SD)+.7EQR Start End Coord Dir. Type Dist. to Load Int. JT ---------------------------------------------------- JT Sys. Load(ft) (kips) 1 3 GLOB X CONC 16.008 -0.024 2 20 GLOB X CONC 16.000 -0.005 16 17 GLOB X CONC 15.500 -0.040 15 13 GLOB X CONC 10.748 -0.004 18 19 GLOB X CONC 9.130 -0.011 ---------------------------------------------------- Sum: -0.084 ( = or > 0.002 x 1.6Yi) 4111 T North Valley - Frame @ 22 BSP 08-03-09 10 174113 MODULE.REVIEW DATA - SECTION ------------------ PROPERTIES CYCLE NUMBER 1 MEMBER NO. 1 - 3 Out -of -Plane K = 1.000 In -Plane K = 1.500 In -Plane L = 192.09 in In -Plane R = 7.67 in Section No. 1 Outer Flange = 8.000 x0.375 Web =0.188 Inner Flange = 8.000 x0.375 Analysis Dist Depth Area Ix Iy Rx Ry RTo RTi H/t Lubo Lubi Point (ft) (in) (in2) (in4) (in4) (in) (in) (in) (in) Ratio Qso Qsi Qa (ft) (ft) 1* 0.00 12.00 8.11 225.09 32.01 5.27 1.99 2.13 2.13 59.84 0.995 0.995 0.966 16.0 16.0 100 1.60 13.20 8.34 277.02 32.01 5.76 1.96 2.13 2.13 66.22 0.984 0.984 0.947 16.0 16.0 101 • 4.80 15.60 8.79 399.08 32.01 6.74 1.91 2.13 2.13 78.99 0.965 0.965 0.909 16.0 16.0 102 8.00 18.00 9.24 546.45 32.01 7.69 1.86 2.13 2.13 91.76 0.948 0.948 0.874 16.0 16.0 103 11.21 20.40 9.69 720.44 32.01 8.62 1.82 2.13 2.13 104.52 0.932 0.932 0.837 16.0 16.0 104 14.41 22.80 10.15 922.35 32.01 9.53 1.78 2.13 2.13 117.29 0.918 0.918 0.803 16.0 16.0 3* 16.01 24.00 10.37 1034.18 32.01 9.99 1.76 2.13 2.13 123.67 0.912 0.912 0.787 16.0 16.0 MEMBER NO. 3- 4 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 89.04 in In -Plane R = 9.99 in Section No. 1 Outer Flange = 8.000 x0.375 Web =0.188 Inner Flange = 8.000 x0:375 3* 0.00 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.723 4.0 4.0 105 1.85 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.723 4.0 4.0 106 5.57 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.726 5.0 10.0 4* 7.42 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.726 5.0 10.0 MEMBER NO. 4- 5 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 14.04 in In -Plane R = 10.23 in Section No. 1 Outer Flange = 10.000 x0.375 Web =0.188 Inner Flange = 10.000 x0.375 4* 0.00 24.00 11.87 1243.50 62.51 10.23 2.29 2.64 2.64 123.67 0.786 0.786 0.755 1.2 1.2 107 0.58 24.00 11.87 1243.50 62.51 10.23 2.29 2.64 2.64 123.67 0.786 0.786 0.755 1.2 1.2 5* 1.17 24.00 11.87 1243.50 62.51 10.23 2.29 2.64 2.64 123.67 0.786 0.786 0.755 1.2 1.2 MEMBER NO. 5- 7 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 108.48 in In -Plane R = 5.15 in Section No. 1 Outer Flange = 6.000 x0.250 Web =0.135 Inner Flange = 6.000 x0.250 5* 0.00 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 0.857 9.0 9.0 108 1.51 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 0.857 9.0 9.0 109 4.52 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 0.857 9.0 9.0 110 7.53 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 0.857 9.0 9.0 7* 9.04 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 0.857 9.0 9.0 0, North Valley - Frame Q 22 BSP 08-03-09 11 174113 MODULE REVIEW DATA - SECTION PROPERTIES CYCLE NUMBER 1 MEMBER NO. 6 - 7 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 50.93 in In -Plane R = 4.54 in Section No. 1 Outer Flange = 6.000 x0.250 Web =0.135 Inner Flange = 6.000 x0.250 Analysis Dist Depth Area Ix Iy Rx Ry RTo RTi H/t Lubo Lubi Point (ft) (in) (int) (in4) (in4) (in) (in) (in) (in) Ratio Qso Qsi Qa (ft) (ft) 6* 0.00 6.00 3.74 26.68 9.00 2.67 1.55 1.62 1.62 40.74 0.986 0.986 1.000 4.2 4.2 111 1.06 8.25 4.05 53.25 9.00 3.63 1.49 1.62 1.62 57.41 0.947 0.947 1.000 4.2 4.2 112 3.18 12.75 4.65 137.88 9.00 5.44 1.39 1.62 1.62 90.74 0.891 0.891 1.000 4.2 4.2 7* 4.24 15.00 . 4.96 197.48 9.00 6.31 1.35 1.62 1.62 107.41 0.868 0.868 1.000 4.2 4.2 MEMBER NO. 7- 8 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 171.07 in In -Plane R = 5.93 in Section No. 1 Outer Flange = 6.000 x0.250 Web =0.135 Inner Flange = 6.000 x0.250 7* 0.00 14.00 4.82 169.49 9.00 5.93 1.37 1.58 1.58 100.00 0.878 0.878 0.787 5.0 5.0 113 1.78 14.00 4.82 169.49 9.00 5.93 1.37 1.58 1.58 100.00 0.878 0.878 0.787 5.0 5.0 114 5.35 14.00 4.82 169.49 9.00 5.93 1.37 1.58 1.58 100.00 0.878 0.878 0.783 4.0 8.0 115 8.91 14.00 4.82 169.49 9.00 5.93 1.37 1.58 1.58 100.00 0.878 0.878 0.783 4.0 8.0 116 12.47 14.00 4.82 169.49 9.00 5.93 1.37 1.58 1.58 100.00 0.878 0.878 0.783 4.0 8.0 8* 14.26 14.00 4.82 169.49 9.00 5.93 1.37 1.58 1.58 100.00 0.878 0.878 0.780 1.3 1.3 MEMBER NO. 8- 9 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 171.07 in In -Plane R = 5.93 in Section No. 1 Outer Flange = 6.000 x0.250 Web =0.135 Inner Flange = 6.000 x0.250 8* 0.00 14.00 4.82 169.49 9.00 5.93 1.37 1.58 1.58 100.00 0.878 0.878 0.780 1.0 1.0 117 1.78 14.00 4.82 169.49 9.00 5.93 1.37 1.58 1.58 100.00 0.878 0.878 0.783 4.0 8.0 118 5.35 14.00 4.82 169.49 9.00 5.93 1.37 1.58 1.58 100.00 0.878 0.878 0.783 4.0 8.0 119 8.91 14.00 4.82 169.49 9.00 5.93 1.37 1.58 1.58 100.00 0.878 0.878 0.783 4.0 8.0 120 12.47 14.00 4.82 169.49 9.00 5.93 1.37 1.58 1.58 100.00 0.878 0.878 0.788 5.3 5.3 9* 14.26 14.00 4.82 169.49 9.00 5.93 1.37 1.58 1.58 100.00 0.878 0.878 0.788 5.3 5.3 MEMBER NO. 9- 10 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 50.93 in In -Plane R = 4.54 in Section No. 1 Outer Flange = 6.000 x0.250 Web =0.135 Inner Flange = 6.000 x0.250 9* 0.00 15.00 4.96 197.48 9.00 6.31 1.35 1.62 1.62 107.41 0.868 0.868 1.000 4.2 4.2 121 1.06 12.75 4.65 137.88 9.00 5.44 1.39 1.62 1.62 90.74 0.891 0.891 1.000 4.2 4.2 122 3.18 8.25 4.05 53.25 9.00 3.63 1.49 1.62 1.62 57.41 0.947 0.947 1.000 4.2 4.2 10* 4.24 6.00 3.74 26.68 9.00 2.67 1.55 1.62 1.62 40.74 0.986 0.986 1.000 4.2 4.2 �6 North Valley - Frame m 22 BSP 08-03-09 12 174113 MODULE REVIEW DATA - SECTION PROPERTIES CYCLE NUMBER 1 ------------------ MEMBER NO. 11 - 9 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 108.48 in In -Plane R = 5.15 in Section No. 1 Outer Flange = 6.000 x0.250 Web =0.135 Inner Flange = 6.000 x0.250 Analysis Dist Depth Area Ix Iy Rx Ry RTo RTi H/t Lubo Lubi Point (ft) (in) (in2) (in4) (in4) (in) (in) (in) (in) Ratio Qso Qsi Qa (ft) (ft) 11* 0.00 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 0.857 9.0 9.0 123 1.51 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 0.857 9.0 9.0 124 4.52 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 0.857 9.0 9.0 125 7.53 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 0.857 9.0 9.0 9* 9.04 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 0.857 9.0 9.0 MEMBER NO. 5- 20 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 165.96 in In -Plane R = 10.23 in Section No. 1 Outer Flange = 10.000 x0.375 Web =0.188 Inner Flange = 10.000 x0.375 5* 0.00 24.00 11.87 1243.50 62.51 10:23 2.29 2.64 2.64 123.67 0.786 0.786 1.000 13.8 13.8 126 1.73 24.00 11.87 1243.50 62.51 10.23 2.29 2.64 2.64 123.67 0.786 0.786 1.000 13.8 13.8 127 5.19 24.00 11.87 1243.50 62.51 10.23 2.29 2.64 2.64 123.67 0.786 0.786 1.000 13.8 13.8 128 8.64 24.00 11.87 1243.50 62.51 10.23 2.29 2.64 2.64 123.67 0.786 0.786 1.000 13.8 13.8 129 12.10 24.00 11.87 1243.50 62.51 10.23 2.29 2.64 2.64 123.67 0.786 0.786 1.000 13.8 13.8 20* 13.83 24.00 11.87 1243.50 62.51 10.23 2.29 2.64 2.64 123.67 0.786 0.786 1.000 13.8 13.8 MEMBER NO. 20- 11 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 165.96 in In -Plane R = 10.23 in Section No. 1 Outer Flange = 10.000 x0.375 Web =0.188 Inner Flange = 10.000 x0.375 20* 0.00 24.00 11.87 1243.50 62.51 10.23 2.29, 2.64 2.64 123.67 0.786 0.786 1.000 13.8 13.8 130 1.73 24.00 11.87 1243.50 62.51 10.23 2.29 2.64 2.64 123.67 0.786 0.786 1.000 '13.8 13.8 131 5.19 24.00 11.87 1243.50 62.51 10.23 2.29 2.64 2.64 123.67 0.786 0.786 1.000 13.8 13.8 132 8.64 24.00 11.87 1243.50 62.51 10.23 2.29 2.64 2.64 123.67 0.786 0.786 1.000 13.8 13.8 133 12.10 24.00 11.87 1243.50 62.51 10.23 2.29 2.64 2.64 123.67 0.786 0.786 1.000 13.8 13.8 11* '13.83 24.00 11.87 1243.50 62.51 10..23 2.29 2.64 2.64 123.67 0.786 0.786 1.000 13.8 13.8 Wa, North Valley - Frame @ 22 BSP 08-03-09 13 174113 MODULE REVIEW DATA - SECTION PROPERTIES CYCLE NUMBER 1 ------------------ MEMBER NO. 2 - 20 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 192.00 in In -Plane R = 1.96 in Section No. 1 Outer Flange = 8.000 x0.250 Web =0.135 Inner Flange = 8.000 x0.250 Analysis Dist Depth Area . Ix Iy Rx Ry RTo RTi H/t Lubo Lubi Point (ft) (in) (in2) (in4) (in4) (in) (in) (in) (in) Ratio Qso Qsi Qa (ft) (ft) 2* 0.00 12.00 5.55 155.19 21.34 5.29 1.96 2.17 2.17 85.19 0.727 0.727 0.905 16.0 16.0 134 1.60 12.00 5.55 155.19 21.34 5.29 1.96 2.17 2.17 85.19 0.727 0.727 0.905 16.0 16.0 135 4.80 12.00 5.55 155.19 21.34 5.29 1.96 2.17 2.17 85.19 0.727 0.727 0.905 16.0 16.0 136 8.00 12.00 5.55 155.19 21.34 5.29 1.96 2.17 2.17 85.19 0.727 0.727 0.905 16.0 16.0 137 11.20 12.00 5.55 155.19 21.34 5.29 1.96 2.17 2.17 85.19 0.727 0.727 0.905 16.0 16.0 138. 14.40 12.00 5.55 155.19 21.34 5.29 1.96 2.17 2.17 85.19 0.727 0.727 0.905 16.0 16.0 20* 16.00 12.00 5.55 155.19 21.34 5.29 1.96 2.17 2.17 85.19 0.727 0.727 0.905 16.0 16.0 MEMBER NO. 11- 12 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 14.04 in In -Plane R = 10.23 in .Section No. 1 Outer Flange = 10.000 x0.375 Web =0.188 Inner Flange = 10.000 x0.375 11* 0.00 24.00 11.87 1243.50 62.51 10.23 2.29 2.64 2.64 123.67 0.786 0.786 0.755 1.2 1.2 139 0.58 24.00 11.87 1243.50 62.51 10.23 2.29 2.64 2.64 123.67 0.786 0.786 0.755 1.2 1.2 12* 1.17 24.00 11.87 1243.50 62.51 10.23 2.29 2.64 2.64 123.67 0.786 0.786 0.755 1.2 1.2 MEMBER NO. 12- 17 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 13.42 in In -Plane R = 9.99 in Section No. 1 Outer Flange = 8.000 x0.375 Web =0.188 Inner Flange = 8.000 x0.375 12* 0.00 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.720 1.1 1.1 140 0.56 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.720 1.1 1.1 17* 1.12 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.720 1.1 1.1 MEMBER NO. 16- 17 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 186.00 in In -Plane R = 5.29 in Section No. 1 Outer Flange = 8.000 x0.250 Web =0.135 Inner Flange = 8.000 x0.250 16* 0.00 12.00 5.55 155.19 21.34 5.29 1.96 2.17 2.17 ,85.19 0.727 0.727 0.901 15.5 15.5 141 1.94 12.00 5.55 155.19 21.34 5.29 1.96 2.17 2.17 85.19 0.727 0.727 0.901 15.5 15.5 142 5.81 12.00 5.55 155.19 21.34 5.29 1.96 2.17 2.17 85.19 0.727 0.727 0.901 15.5 15.5 143 9.69 12.00 5.55 155.19 21.34 5.29 1.96 2.17 2.17 85.19 0.727 0.727 0.901 15.5 15.5 144 13.56 12.00 5.55 155.19 21.34 5.29 1.96 2.17 2.17 85.19 0.727 0.727 0.901 15.5 15.5 17* 15.50 12.00 5.55 155.19 21.34 5.29 1.96 2.17 2.17 85.19 0.727 0.727 0.901 15.5 15.5 W, North Valley - Frame @ 22 BSP 08-03-09 14 174113 MODULE REVIEW DATA - SECTION ------------------ PROPERTIES CYCLE NUMBER 1 MEMBER NO. 17 - 13 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 244.28 in In -Plane R = 9.99 in Section No. 1 Outer Flange = 8.000 x0.375 Web =0.188 Inner Flange = 8.000 x0.375 Analysis Dist Depth Area Ix Iy Rx Ry RTo RTi H/t Lubo Lubi Point (ft) (in) (in2) (in4) (in4) (in) (in) (in) (in) Ratio Qso Qsi Qa (ft) (ft) 17* 0.00 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.848 20.4 20.4 145 1.70 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.848 20.4 20.4 146 5.09 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.848 20.4 20.4 147 8.48 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.848 20.4 20.4 148 11.87 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.848 20.4 20.4 149 15.27 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.848 20.4 20.4 150 18.66 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.848 20.4 20.4 13* 20.36 24.00 10.37 1034.18 32.01 9.99 1.76 2.07 2.07 123.67 0.912 0.912 0.848 20.4 20.4 MEMBER NO. 15- 13 Out -of -Plane K = 1.000 In -Plane K = 1.500 In -Plane L = 128.98 in In -Plane R = 7.67 in Section No. 1 Outer Flange = 8.000 x0.375 Web =0.188 Inner Flange = 8.000 x0.375 15* 0.00 12.00 8.11 225.09 32.01 5.27 1.99 2.13 2.13 59.84 0.995 0.995 0.932 10.7 10.7 151 1.79 14.00 8.49 314.98 32.01 6.09 1.94 2.13 2.13 70.48 0.978 0.978 0.897 10.7 10.7 152 5.37 18.00 9.24 546.45 32.01 7.69 1.86 2.13 2.13 91.76 0.948 0.948 0.833 10.7 10.7 153 8.96 22.00 9.99 851.86 32.01 9.23 1.79 2.13 2.13 113.03 0.923 0.923 0.774 10.7 10.7 13* 10.75 24.00 10.37 1034.18 32.01 9.99 1.76 2.13 2.13 123.67 0.912 0.912 0.747 10.7 10.7 MEMBER NO. 13- 19 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 106.27 in In -Plane R = 5.15 in Section No. 1 Outer Flange = 6.000 x0.250 Web =0.135 Inner Flange = 6.000 x0.250 13* 0.00 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 1.000 4.0 8.9 15.4 1.48 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 1.000 4.0 8.9 155 4.43 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 0.826 4.0 8.9 156 7.38 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 0.826 4.0 8.9 19* 8.86 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 0.822 0.9 8.9 0) North Valley - Frame Q 22 BSP 08-03-09 15 174113 MODULE REVIEW DATA - SECTION ------------------ PROPERTIES CYCLE NUMBER 1 MEMBER NO. 19 - 14 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 55.02 in In -Plane R = 4.54 in Section No. 1 Outer Flange = 6.000 x0.250 Web =0.135 Inner Flange = 6.000 x0.250 Section No. 2 Outer Flange = 6.000 x0.250 Web =0.135 Inner Flange = 6.000 x0.250 Analysis Dist Depth Area Ix Iy Rx Ry RTo RTi H/t Lubo Lubi Point (ft) (in) (in2) (in4) (in4) (in) (in) (in) (in) Ratio Qso Qsi Qa (ft) (ft) 19* 0.00 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 1.000 4.6 4.6 157 1.29 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 1.000 4.6 4.6 158* 2.59 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 1.000 4.6 4.6 158* 2.59 12.00 4.55 120.67 9.00 5.15 1.41 1.60 1.60 85.19 0.899 0.899 1.000 4.6 4.6 159 3.59 9.00 4.15 64.35 9.00 3.94 1.47 1.60 1.60 62.96 0.937 0.937 1.000 4.6 4.6 14* 4.59 6.00 3.74 26.68 9.00 2.67 1.55 1.60 1.60 40.74 0.986 0.986 0.982 4.6 4.6 MEMBER NO. 18- 19 Out -of -Plane K = 1.000 In -Plane K = 1.000 In -Plane L = 109.56 in In -Plane R = 2.37 in Section No. 1 'Tube Dx = 6.000 in Dy = 6.000 in Wall Thickness = 0.188 in 18* 0.00 6.00 3.98 22.30 22.30 2.37 2.37 0.00 0.00 31.91 1.000 1.000 1.000 9.1 9.1 160 1.52 6.00 3.98 22.30 22.30 2.37 2.37 0.00 0.00 31.91 1.000 1.000 1.000 9.1 9.1 161 4.57 6.00 3.98 22.30 22.30 2.37 2.37 0.00 0.00 31.91 1.000 1.000 1.000 9.1 9.1 162 7.61 6.00 3.98 22.30 22.30 2.37 2.37 0.00 0.00 31.91 1.000 1.000 1.000 9.1 9.1 19* 9.13 6.00 3.98 22.30 22.30 2.37 2.37 0.00 0.00 31.91 1.000 1.000 1.000 9.1 9.1 North Valley - Frame @ 22 BSP 08-03-09 16 174113 SPLICE SUMMARY -------------- LCN Comb Load Conditions Analysis Moment Thrust Shear Out -of -Plane Out -of -plane No. -------------------------------------------------------------------------------------------------------- Typ Point in -kips kips kips Moment(in-kip) Shear(kip) 1 ASD DL+CLL+LL 1 -0.06 9.83 -1.30 0.00 0.00 2 ASD .6DL+WL1 1 0.06 -5.66 2.72 0.00 0.00 3 ASD .6DL+WR1 1 -0.06 -2.85 -1.26 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 1 0.06 5.27 1.40 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 1 -0.06 7.45 -1.66 0.00 0.00 6 ASD DL+CLL+WL2 1 0.06 0.88 2.63 0.00 0.00 7,ASD DL+CLL+WR2 1 -0.06 3.74 -1.39 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 1 0.06 4.17 0.61 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 1 -0.06 7.49 -2.12 0.00 0.00 1 ASD DL+CLL+LL 3 -248.44 9.83 -1.26 0.00 0.00 2 ASD .6DL+WL1 3 379.50 -5.62 1.22 0.00 0.00 3 ASD .6DL+WR1 3 27.20 -2.93 1.55 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 3 27.86 5.35 -1.12 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 3 -247.45 7.43 -0.90 0.00 0.00 6 ASD DL+CLL+WL2 3 185.09 0.99 -0.70 0.00 0.00 7 ASD DL+CLL+WR2 3 -172.22 3.71 -0.40 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 3 116.31 4.17 0.59 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 3 -405.58 7.49 -2.08 0.00 0.00 1 ASD DL+CLL+LL 4 445.02 1.58 5.78 0.00 0.00 2,ASD .6DL+WL1 4 -46.24 -1.40 -3.99 0.00 0.00 3 ASD .6DL+WR1 4 -185.33 -1.64 -1.89 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 4 381.91 1.29 2.64 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 4 272.69 1.13 4.28 0.00 0.00 6 ASD DL+CLL+WL2 4 224.80 0.74 -0.07 0.00 0.00 7 ASD DL+CLL+WR2 4 83.81 0.51 2.06 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 4 383.37 1.40 1.81 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 4 148.87 0.45 5.04 0.00 0.00 0 *I. North Valley - Frame Q 22 BSP 08-03-09 17 174113 SPLICE SUMMARY -------------- LCN Comb Load Conditions Analysis Moment Thrust Shear Out -of -Plane Out -of -plane No. -------------------------------------------------------------------------------------------------------- Typ Point in -kips kips kips Moment(in-kip) Shear(kip) 1 ASD DL+CLL+LL 4 445.02 1.58 5.78 0.00 0.00 2 ASD .6DL+WL1 4 -46.24 -1.40 -3.99 0.00 0.00 3, ASD .6DL+WR1 4 -185.33 -1.64 -1.89 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 4 381.90 1.29 2.64 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 4 272.69 1.13 4.28 0.00 0.00 6 ASD DL+CLL+WL2 4 224.79 0.74 -0.07 0.00 0.00 7 ASD DL+CLL+WR2 4 83.81 0.51 2.06 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 4 383.35 1.40 1.81 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 4 148.89 0.45 5.04 0.00 0.00 1 ASD DL+CLL+LL 7 -57.41 -0.43 -2.25 0.00 0.00 2 ASD .6DL+WL1 7 37.62 -0.05 1.48 0.00 0.00 3 ASD .6DL+WR1 7 50.80 -0.05 2.00 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 7 -27.28 -0.38 -1.07 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 7 -17.36 -0.38 -0.68 0.00 0.00 6 ASD DL+CLL+WL2 7 -0.21 -0.24 -0.01 0.00 0.00 7_ASD DL+CLL+WR2 7 12.98 -0.24 0.51 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 7 -34.12 -0.25 -1.34 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 7 -34.08 -0.25 -1.34 0.00 0.00 1 ASD DL+CLL+LL 7 -324.70 4.24 6.89 0.00 0.00 2 ASD .6DL+WL1 7 144.65 -1.58 -2.63 0.00 0.00 3 ASD .6DL+WR1 7 47.65 -1.58 -1.49 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 7 -193.50 3.26 4.53 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 7 -270.30 3.26 5.40 0.00 0.00 6 ASD DL+CLL+WL2 7 -54'.69 1.68 1.70 0.00 0.00 7 ASD DL+CLL+WR2 7 -154.93 1.68 2.86 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 7 -116.07 1.74 3.65 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 7 -268.97 3.29 4.53 0.00 0.00. 2 North Valley - Frame @ 22 BSP 08-03-09 18 174113 SPLICE SUMMARY -------------- LCN Comb Load Conditions Analysis Moment Thrust Shear Out -of -Plane Out -of -plane No. -------------------------------------------------------------------------------------------------------- Typ Point in -kips kips kips Moment(in-kip) Shear(kip) 1 ASD DL+CLL+LL 8 216.80 2.37 -0.59 0.00 0.00 2 ASD .6DL+WL1 8 -41.40 -1.79 0.42 0.00 0.00 3 ASD .6DL+WR1 8 -41.17 -1.79 0.44 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 8 159.91 1.60 -0.41 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 8 160.08 1.60 -0.39 0.00 0.00 6 ASD DL+CLL+14L2 8 76.83 0.64 -0.17 0.00 0.00 7 ASD DL+CLL+WR2 8 77.00 0.64 -0.15 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 8 128.35 1.30 -0.80 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 8 128.51 1.52 0.10 0.00 0.00 1 ASD DL+CLL+LL 9 -323.82 4.24 -6.89 0.00 0.00 2 ASD .6DL+WL,1 9 47.57 -1.58 1.50 0.00 0.00 3 ASD .6DL+WR1 9 144.87 -1.58 2.64 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 9 -269.98 3.26 -5.40 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 9 -192.96 3.26 -4.52 0.00 0.00 6 ASD DL+CLL+WL2 9 -155.01 1.68 -2.86 0.00 0.00 7 ASD DL+CLL+WR2 9 -54.47 1.68 -1.70 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 9 -268.82 3.30 -4.37 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 9 -115.60 1.74 -3.81 0.00 0.00 1 ASD DL+CLL+LL 9 -57.42 -0.43 2.25 0.00 0.00 2 ASD .6DL+WL1 9 50.80 -0.05 -2.00 0.00 0.00 3 ASD .6DL+WR1 9 37.62 -0.05 -1.48 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 9 -17.38 -0.38 0.68 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 9 -27.29 -0.38 1.07 0.00 0.00 6 ASD DL+CLL+WL2 9 12.98 -0.24 -0.51 0.00 0.00 7 ASD DL+CLL+WR2 9 -0.22 -0.24 0.01 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 9 -34.09 -0.25 1.34 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 9 -34.14 -0.25 1.34 0.00 0.00 North Valley - Frame @ 22 BSP 08-03-09 19 174113 SPLICE SUMMARY -------------- LCN Comb Load Conditions Analysis Moment Thrust Shear Out -of -Plane Out -of -plane No. -------------------------------------------------------------------------------------------------------- Typ Point in -kips kips kips Moment(in-kip) Shear(kip) 1 ASD DL+CLL+LL 11 0.06 9.99 2.46 0.00 0..00 2 ASD .6DL+WL1 11 0.06 -3.78 0.83 0.00 0.00 3 ASD .6DL+WR1 11 -0.06 -4.38 -1.42 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 11 0.06 6.76 2.53 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 11 0.06 6.29 0.84 0.00 0.00 6 ASD DL+CLL+WL2 11 0.06 2.72 1.82 0.00 0.00 7 ASD DL+CLL+WR2 11 -0.06 2.11 -0.43 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 11 0.06 6.40 2.14 0.00 0.00 9"ASD DC(1+.14SD)+.7EQR 11 0.06 5.48 0.77 0.00 0.00 1 ASD DL+CLL+LL 2 -0.06 6.84 0.00 0.00 0.00 2 ASD .6DL+WL1 2 -0.06 -0.03 0.00 0.00 0.00 3 ASD .6DL+WR1 2 -0.06 73.18 0.00 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 2 0.06 6.41 0.00. 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 2 0.06 3.94 0.00 0.00 0.00 6 ASD DL+CLL+WL2 2 0.06 4.15 0.00 0.00 0.00 7 ASD DL+CLL+WR2 2 0.06 0.96 0.00 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 2 0.06 6.60 0.00 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 2 0.06 1.60 0.00 0.00 0.00 1 ASD DL+CLL+LL 20 -0.06 6.84 0.01 0.00 0.00 2 ASD .6DL+WL1 20 -0.06 -0.03 0.00 0.00 0.00 3 ASD GDL+WRl 20 -0.06 -3.18 0.01 0.00 0.00 4'ASD DL+CLL+.75(LL+WL2) 20 0.06 6.41 -0.01 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 20 0.06 3.94 0.01 0.00 0.00 6 ASD DL+CLL+WL2 20 0.06 4.15 -0.01 0.00 0.00 7 ASD DL+CLL+WR2 20 0.06 0.96 0.00 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 20 0.06 6.60 -0.01 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 20 0.06 1.60 0.00 0.00 0.00 t V, North Valley - Frame Q 22 BSP 08-03-09 20 174113 SPLICE SUMMARY -------------- LCN Comb Load Conditions Analysis Moment Thrust Shear Out -of -Plane Out -of -plane No. -------------------------------------------------------------------------------------------------------- Typ Point in -kips kips kips Moment(in-kip) Shear(kip) 1 ASD DL+CLL+LL 12 -67.53 1.57 -8.62 0.00 0.00 2 ASD .6DL+WL1 12 168.85 0.85 4:54 0.00 0.00 3 ASD .6DL+WR1 12 -12.60 -3.89 3.49 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 12 60.61 3.01 -4.92 0.00 0.00 5'ASD DL+CLL+.75(LL+WR2) 12 -81.87 -0.57 -5.75 0.00 0.00 6 ASD DL+CLL+WL2 12 118.51 3.01 -1.17 0.00 0.00 7 ASD DL+CLL+WR2 12 -65.93 -1.74 -2.23 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 12 98.86 2.80 -4.23 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 12 -175.44 -0.92 -5.99 0.00 0.00 1 ASD DL+CLL+LL 16 -0.06 14.47 0.00 0.00 0.00 2 ASD .6DL+WL1 16 0.06 -9.40 0.00 0.00 0.00 3 ASD .6DL+WR1 16 0.06 -4.10 0.00 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 16 -0.06 6.64 0.00 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 16 -0.06 10.79 0.00 0.00 0.00 6 ASD DL+CLL+WL2 16 -0.06 -0.11 0.00 0.00 .0.00 7 ASD DL+CLL+WR2 16 -0.06 5.26 0.00 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 16 -0.06 4.58 0.00 0.00 0.00 9'ASD DC(1+.14SD)+.7EQR 16 -0.06 12.52 0.00 0.00 0.00 1 ASD DL+CLL+LL 17 -0.06 14.47 0.03 0.00 0.00 2 ASD .6DL+WL1 17 0.06 -9.40 -0.02 0.00 0.00 3 ASD .6DL+WR1 17 0.06 -4.10 0.01 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 17 -0.06 6.64 -0.01 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 17 -0.06 10.79 0.02 0.00 0.00 6 ASD DL+CLL+WL2 17 -0.06 -0.11 0.00 0.00 0.00 7 ASD DL+CLL+WR2 17 -0.06 5.26 0.01 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 17 -0.06 4.58 -0.01 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 17 -0.06 12.52 0.02 0.00 0.00 North Valley - Frame Q 22 BSP 08-03-09 21 174113 SPLICE SUMMARY -------------- LCN Comb Load Conditions Analysis Moment Thrust Shear Out -of -Plane Out -of -plane No. -------------------------------------------------------------------------------------------------------- Typ Point in -kips kips kips Moment(in-kip) Shear(kip) 1 ASD DL+CLL+LL 15 0.06 7.53 1.07 0.00 0.00 2 ASD .6DL+WL1 15 0.06 1.25 4.84 0.00 0.00 3 ASD .6DL+WR1 15 -0.06 -4.75 -2.32 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 15 0.06 8.12 4.32 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 15 -0.06 3.47 -1.22 0.00 0.00 6 ASD DL+CLL+WL2 15 0.06 5.95 4.96 0.00 0.00 7 ASD DL+CLL+WR2 15 -0.06 -0.12 -2.28 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 15 0.06 7.80 4.31 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 15 -0.06 1.17 -2.94 0.00 0.00 1 ASD DL+CLL+LL 13 137.85 7.53 1.08 0.00 0.00 2 ASD .6DL+WL1 13 502.76 1.14 2.95 0.00 0.00 3 ASD .6DL+WR1 13 -234.18 -4.69 -1.31 0.00 0.00 4'ASD DL+CLL+.75(LL+WL2) 13 524.30 8.09 3.79 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 13 -49.32 3.57 0.46 0.00 0.00 6 ASD DL+CLL+WL2 13 596.23 5.91 4.27 0.00 0.00 7 ASD DL+CLL+WR2 13 -150.28 0.02 -0.05 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 13 554.51 7.80 4.27 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 13 -379.69 1.17 -2.94 0.00 0.00 1 ASD DL+CLL+LL 13 0.06 -0.30 1.68 0.00 0.00 2 ASD .6DL+WL1 13 -0.06 -0.93 -1.34 0.00 0.00 3 ASD .6DL+WR1 13 -0.06 -0.71 -0.94 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 13 0.06 -0.96 0.34 0.00 0.00 5 ASD DL+CLL+.75(LL+WR2) 13 0.06 -0.77 0.63 0.00 0.00 6 ASD DL+CLL+WL2 13 -0.06 -1.07 -0.62 0.00 0.00 7 ASD DL+CLL+WR2 13 -0.06 -0.84 -0.22 0.00 0.00 8'ASD DC(1+.14SD)+.7EQL 13 0.06 -0.20 0.97 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 13 0.06 -0.16 0.97 0.00 0.00 v North Valley - Frame Q 22 BSP 08-03-09 22 174113 SPLICE SUMMARY -------------- LCN Comb Load Conditions Analysis Moment Thrust Shear Out-of-Plane Out-of-plane No. -------------------------------------------------------------------------------------------------------- Typ Point in-kips kips kips Moment(in-kip) Shear(kip) 1 ASD DL+CLL+LL 18 -0.06 5.74 0.00 0.00 0.00 2 ASD .6DL+WL1 18 0.06 -4.28 0.00 0.00 0.00 3 ASD .6DL+WR1 18 0.06 -3.02 0.00 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 18 -0.06 1.45 0.00 0.00 0.00 5 ASD DL+CLI,+.75(LL+WR2) 18 -0.06 2.40 0.00 0.00 0.00 6 ASD DL+CLL+WL2 18 0.06 -1.60 0.00 0.00 0.00 7 ASD DL+CLL+WR2 18 -0.06 -0.34 0.00 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 18 -0.06 3.52 0.00 0.00 0.00 9'ASD DC(1+.14SD)+.7EQR 18 -0.06 3.52 0.00 0..00 0.00 1 ASD DL+CLL+LL 19 -0.06 5.74 0.01 0.00 0.00 2 ASD .6DL+WL1 19 0.06 -4.28 -0.01 0.00 0.00 3 ASD GDL+WRl 19 0.06 -3.02 0.01 0.00 0.00 4 ASD DL+CLL+.75(LL+WL2) 19 -0.06 1.45 0.00 0.00 0.00' 5 ASD DL+CLL+.75(LL+WR2) 19 -0.06 2.40 0.00 0.00 0.00 6 ASD DL+CLL+WL2 19 0.06 -1.60 0.00 0.00 0.00 7 ASD DL+CLL+WR2 19 -0.06 -0.34 0.00 0.00 0.00 8 ASD DC(1+.14SD)+.7EQL 19 -0.06 3.52 -0.01 0.00 0.00 9 ASD DC(1+.14SD)+.7EQR 19 -0.06 3.52 0.01 0.00 0.00 North Valley - Frame 8 22 BSP 08-03-09 23 MODULE REVIEW DATA - DESIGN -------------- SUMMARY CYCLE 1 FRAME REACTIONS - Load Condition 1: ASD DL+CLL+LL Vertical Horizontal Moment -- Out of Plane -- Joint Reaction Reaction Reaction Reaction Moment Number ------ (kips) -------- (kips) --------- (in -kip) -------- (kips) -------- (in -kip) ------ 1 9.789 1.599 0.000 0.000 0.000 2 6.841 0.000 0.000 0.000 0.000 15 7.453 -1.509 0.000 0.000 0.000 16 14.467 -0.001 0.000 0.000 0.000 18 5.739 -------- 0.000 0.000 0.000 0.000 SUM 44.290 --------- 0.089 -------- 174113 North Valley - Frame Q 22 BSP 08-03-09 MODULE REVIEW DATA - DESIGN SUMMARY -------------- FRAME REACTIONS - Load Condition 2: ASD .6DL+WL1 Moment Reaction (in -kip) 0.000 0.000 0.000 0.000 0.000 -- Out of Vertical Horizontal Joint Reaction Reaction Number ------ (kips) -------- (kips) --------- 0.000 -5.575 -2.921 2 -0.031 0.000 15 0.962 -4.895 16 -9.399 -0.031 18 -4.280 -0.024 SUM -------- -18.324 --------- -7.872 .6DL+WL1 Moment Reaction (in -kip) 0.000 0.000 0.000 0.000 0.000 -- Out of Plane -- Reaction Moment (kips) (in -kip) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 • 24 174113 CYCLE 1 �1 • ', • 0 North Valley - Frame Q 22 BSP 08-03-09 25 MODULE REVIEW DATA - DESIGN -------------- SUMMARY CYCLE 1 FRAME REACTIONS - Load Condition 3: ASD .6DL+WR1 Vertical Horizontal Moment -- Out of Plane -- Joint Reaction Reaction Reaction Reaction Moment Number ------ (kips) -------- (kips) --------- (in -kip) -------- (kips) -------- (in -kip) ------ 1 -2.885 1.172 0.000 0.000 0.000 2 -3.182 0.003 0.000 0.000 0.000 15 -4.602 2.602 0.000 0.000 0.000 16 -4.096 0.004 0.000 0.000 0.000 18 -3.018 -------- 0.005 0.000 0.000 0.000 SUM -17.782 --------- 3..787 -------- 174113 r ISS North Valley - Frame Q 22 BSP 08-03-09 26 MODULE REVIEW DATA - DESIGN SUMMARY -------------- CYCLE 1 FRAME REACTIONS - Load Condition 4: ASD DL+CLL+.75(LL+WL2) Vertical Horizontal Moment -- Out of Plane -- Joint Reaction Reaction Reaction Reaction Moment Number ------ (kips) -------- (kips) --------- (in -kip) -------- (kips) -------- (in -kip) ------ 1 5.310 -1.215 0.000 0.000 0.000 2 6.412 0.015 0.000 0.000 0.000 15 7.850 -4.750 0.000 0.000 0.000 16 6.636 0.016 0.000 0.000 0.000 18 1.453 -------- 0.006 0.000 0.000 0.000 SUM 27.661 --------- -5.928 -------- .0 174113 • N O s North Valley - Frame Q 22 BSP 08-03-09 27 174113 MODULE REVIEW DATA - DESIGN SUMMARY -------------- CYCLE 1 FRAME REACTIONS - Load Condition 5:- ASD DL+CLL+.75(LL+WR2) Vertical Horizontal Moment -- Out of Plane -- Joint Reaction Reaction Reaction Reaction Moment Number ------ (kips) -------- (kips) --------- (in -kip) -------- (kips) -------- (in -kip) ------ 1 7.399 1.879 0.000 0.000 0.000 2 3.941 -0.004 0.000 0.000 0.000 15 3.533 1.009 0.000 0.000 0.000 16 10.790 -0.010 0.000 0.000 0.000 18 2.405 -------- -0.004 0.000 0.000 0.000 SUM 28.067 --------- 2.870 -------- n North Valley - Frame Q 22 BSP 08-03-09 28 MODULE REVIEW DATA - DESIGN SUMMARY CYCLE 1 -------------- FRAME REACTIONS - Load Condition 6: ASD DL+CLL+WL2 174113 Vertical Horizontal Moment -- Out of Plane -- Joint Reaction Reaction Reaction Reaction Moment Number ------ (kips) -------- (kips) --------- (in -kip) -------- (kips) -------- (in -kip) ------ 1 0.965 -2.596 0.000 0.000 0.000 2 4.154 0.013 0.000 0.000 0.000 15 5.647 -5.262 0.000 0.000 0.000 16 -0.112 0.000 0.000 0.000 0.000 18 -1.604 -------- -0.009 0.000 0.000 0.000 SUM 9.049 --------- -7.854 -------- 174113 North Valley - Frame Q 22 BSP 08-03-09 29 MODULE REVIEW DATA - DESIGN SUMMARY CYCLE 1 -------------- FRAME REACTIONS - Load Condition 7: ASD DL+CLL+WR2 174113 Vertical Horizontal Moment -- Out of Plane -- Joint Reaction Reaction Reaction Reaction Moment Number ------ (kips) -------- (kips) --------- (in -kip) -------- (kips) -------- (in -kip) ------ 1 3.691 1.496 0.000 0.000 0.000 2 0.957 -0.001 0.000 0.000 0.000 15 0.018 2.284 0.000 0.000 0.000 16 5.263 -0.007 0.000 0.000 0.000 18 -0.340 -------- 0.001 --------- 0.000 0.000 0.000 SUM 9.591 3.773 -------- 174113 North Valley - Frame Q 22 BSP - 08-03-09 30 MODULE REVIEW DATA - DESIGN -------------- SUMMARY CYCLE 1 FRAME REACTIONS - Load Condition 8: ASD DC(1+.14SD)+.7EQL Vertical Horizontal Moment -- Out of Plane -- Joint Reaction Reaction Reaction Reaction Moment Number ------ (kips) -------- (kips) --------- (in -kip) -------- (kips) -------- (in -kip) ------ 1 4.188 -0.464 0.000 0.000 0.000 2 6.595 0.017 0.000 0.000 0.000 15 7.541 -4.718 0.000 0.000 0.000 16 4.575 0.013 0.000 0.000 0.000 18 3.516 0.016 0.000 0.000 0.000 SUM -------- 26.416 --------- -5.135 -------- 174113 North Valley - Frame O 22 BSP 08-03-09 31 174113 MODULE REVIEW DATA - DESIGN -------------- SUMMARY CYCLE 1 FRAME REACTIONS - Load Condition 9: ASD DC(1+.14SD)+.7EQR Vertical Horizontal Moment -- Out of Plane -- Joint Reaction Reaction Reaction Reaction Moment Number ------ (kips) -------- (kips) --------- (in -kip) -------- (kips) -------- (in -kip) ------ 1 7.417 2.324 0.000 0.000 0.000 2 1.604 -0.004 0.000 0.000 0.000 15 1.344 2.865 0.000 0.000 0.000 16 12.525 -0.034 0.000 0.000 0.000 18 3.525 -------- -0.016 --------- 0.000 0.000 0.000 SUM 26.415 5.134 -------- North Valley - Frame Q 22 BSP 08-03-09 32 174113 MODULE REVIEW DATA - DESIGN SUMMARY CYCLE 1 -------------- -------------------------------------------------------------------------------------------------------------- Beam-Col 1- 3 Length 16.01 ft Angle of Member 88.21 deg Built-up section Weight 503. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 16.01 55.0 5 3.20 ft 12.00 in 24.00 in 8.000 X0.3750 0.1880 8.000 X0.3750 0.178 9 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 7.49 -405.58 132.49 2637.94 0.05 0.15 0.09 -2.08 23.21 9 -------------------------------------------------------------------------------------------------------------- Beam-MNT 3- 4 Length 7.42 ft Angle of Member 0.00 deg Built-up section Weight 262. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 7.42 55.0 2 3.71 ft 24.00 in 24.00 in 8.000 X0.3750 0.1880 8.000 X0.3750 0.172 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 1.58 445.02 212.32 2637.94 0.01 0.17 0.42 9.79 23.21 1 -------------------------------------------------------------------------------------------------------------- f North Valley - Frame a 22 BSP • f MODULE REVIEW DATA - DESIGN SUMMARY -------------- 08-03-09 33 174113 CYCLE 1 Beam-MNT 4- 5 Length 1.17 ft Angle of Member 0.00 deg Built-up section Weight 47. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No-. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 1.17 55.0 1 1.17 ft 24.00 in 24.00 in 10.000 X0.3750 0.1880 10.000 X0.3750 0.193 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 1.58 521.77 231.48 2748.69 0.01 0.19 0.25 5.78 23.21 1 ------------------------------------------------------- ------------------------------------------------------- Beam-MNT 5- 7 Length 9.04 ft Angle of Member 90.00 deg Built-up section Weight 140. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No-. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 9.04 55.0 3 3.01 ft 12.00 in 12.00 in 6.000 X0.2500 0.1350 6.000 X0.2500 0.485 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 9.99 -267.30 79.89 625.11 0.11 0.43 0.14 -2.52 17.56 5 -------------------------------------------------------------------------------------------------------------- North Valley - Frame Q 22 BSP 08-03-09 34 174113 MODULE REVIEW DATA .- DESIGN SUMMARY CYCLE 1 -------------- -------------------------------------------------------------------------------------------------------------- Beam-MNT 6- 7 Length 4.24 ft Angle of Member 10.73 deg Built-up section Weight 63. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 4.24 55.0 2 2.12 ft 6.00 in 15.00 in 6.000 X0.2500 0.1350 6.000 X0.2500 0.075 1 (Controlling Actions) <-- Required --> <== Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 -0.43 -57.41 163.27 781.38 0.00 0.07 0.16 -2.25 13.81 1 -------------------------------------------------------------------------------------------------------------- Beam-MNT 7- 8 Length 14.26 ft Angle of Member 14.05 deg Built-up section Weight 234. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 14.26 55.0 4 3.56 ft 14.00 in 14.00 in 6.000 X0.2500 0.1350 6.000 X0.2500 0.466 1 (Controlling Actions) <-- Required --> <== Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Regd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 4.24 -324.70 98.58 730.39 0.04 0.44 0.46 6.89 14.87 1 -------------------------------------------------------------------------------------------------------------- • • • tp • s • North Valley - Frame Q 22 BSP 08-03-09 35 174113 MODULE REVIEW DATA - DESIGN SUMMARY CYCLE 1 -------------- -------------------------------------------------------------------------------------------------------------- Beam-MNT 8- 9 Length 14.26 ft Angle of Member -14.05 deg Built-up section Weight 234. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 14.26 55.0 4 3.56 ft 14.00 in 14.00 in 6.000 X0.2500 0.1350 6.000 X0.2500 0.464 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 4.24 -323.82 97.61 730.39 0.04 0.44 0.46 -6.89 14.87 1 -------------------------------------------------------------------------------------------------------------- Beam-MNT 9-10 Length 4.24 ft Angle of Member -10.73 deg Built-up section Weight 63, lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 4.24 55.0 2 .2.12 ft 15.00 in 6.00 in 6.000 X0.2500 0.1350 6.000 X0.2500 0.075 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 -0.43 -57.42 163.27 781.38 0.00 0.07 0.16 2.25 13.81 1 -----------------------------------------------------------------------------------=-------------------------- North Valley - Frame @ 22 T BSP MODULE REVIEW DATA - DESIGN SUMMARY -------------- 08-03-09 36 174113 CYCLE 1 Beam-MNT 11- 9 Length 9.04 ft Angle of Member 90.00 deg Built-up section Weight 140. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No•. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 9.04 55.0 3 3.01 ft 12.00 in 12.00 in 6.000 X0.2500 0.1350 6.000 X0.2500 0.483 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 9.99 266.40 79.89 625.11 0.11 0.43 0.14 2.53 17.56 4 -------------------------------------------------------------------------------------------------------------- Beam-MNT 5-20 Length 13.83 ft Angle of Member 0.00 deg Built-up section Weight 559. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 13.83 55.0 4 3.46 ft 24.00 in 24.00 in 10.000 X0.3750 0.1880 10.000 X0.3750 0.191 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 -0.86 521.77 390.96 2748.69 0.00 0.19 0.21 -4.85 23.21 1 -------------------------------------------------------------------------------------------------------------- f' North Valley - Frame @ 22 BSP MODULE REVIEW DATA - DESIGN SUMMARY -------------- 08-03-09 37 174113 CYCLE 1 Beam-MNT 20-11 Length 13.83 ft Angle of Member 0.00 deg Built-up section Weight 559. lb Sect. Length Yield No. Segment Depth'at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 13.83 55.0 4 3.46 ft 24.00 in 24.00 in 10.000 X0.3750 0.1880 10.000 X0.3750 0.104 1 (Controlling Actions) W'. a <-- Required --> <_= Available =_> <----- Ratios -----> <------ Max.Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 -------------------------------------------------------------------------------------------------------------- -0.88 -282.18 390.96 2748.69 0.00 0.10 0.11 2.54 23.21 8 Lean-Col 2-20 Length 16.00 ft Angle of Member 90.00 deg Built-up Rotated 90.0 deg Weight 302. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 16.00 55.0 5 3.20 ft 12.00 in 12.00 in 8.000 X0.2500 0.1350 .8.000 X0.2500 0.048 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 -------------------------------------------------------------------------------------------------------------- 6.84 -0.06 72.40 142.59 0.09 0.00 0.00 0.01 79.04 1 W'. a North Valley - Frame Q 22 BSP 08-03-09 38 174113 MODULE REVIEW DATA - DESIGN SUMMARY CYCLE 1 -------------- -------------------------------------- ----------------------------------------------------------------------- Beam-MNT 11-12 Length 1.17 ft Angle of Member 0.00 deg Built-up section Weight 47. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 1.17 55.0 1 1.17 ft 24.00 in 24.00 in 10.000 X0.3750 0.1880 10.000 X0.3750 0.065 9 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 -0.92 -175.44 390.96 2748.69 0.00 0.06 0.37 -8.62 23.21 1 -------------------------------------------------------------------------------------------------------------- Beam-MNT 12-17 Length 1.12 ft Angle of Member -26.57 deg Built-up section Weight 39. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 1.12 55.0 1 1.12 ft 24.00 in 24.00 in 8.000 X0.3750 0.1880 8.000 X0.3750 0.101 9 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 2.01 -255.00 ---------------------------------------------------------------------------------=---------------------------- 223.36 2637.94 0.01 0.10 0.33 -7.55 23.21 1 w') North Valley - Frame O 22 BSP 08-03-09 39 174113 MODULE REVIEW DATA - DESIGN SUMMARY CYCLE 1 -------------- -------------------------------------------------------------------------------------------------------------- Lean-Col 16-17 Length 15.50 ft Angle of Member 90.00 deg Built-up section Weight 293. lb Sect. Length Yield No. Segment Depth, at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1. 15.50 55.0 4 3.88 ft 12.00 in 12.00 in 8.000 X0.2500 0.1350 8.000 X0.2500 0.097 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 14.47 -0.06 74.54 641.10 0.19 0.00 0.00 0.03 17.56 1 -------------------------------------------------------------------------------------------------------------- Beam-MNT 17-13 Length 20.36 ft Angle of Member -13.55 deg Built-up section Weight 718. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1. 20.36 55.0 6 3.39 ft 24.00 in 24.00 in 8.000 X0.3750 0.1880 8.000 X0.3750 0.245 6 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 4.75 -596.23 80.64 2637.94 0.04 0.23 0.27 -6.35 23.21 4 -------------------------------------------------------------------------------------------------------------- 4-1 North Valley - Frame @ 22 T BSP MODULE REVIEW DATA - DESIGN SUMMARY -------------- 08-03-09 40 174113 CYCLE 1 Beam -Col 15-13 Length 10.75 ft Angle of Member 93.36 deg Built-up section Weight 338. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 10.75 55.0 3 3.58 ft 12.00 in 24.00 in 8.000 X0.3750 0.1880 8.000 X0.3750 0.242 6 (Controlling Actions) <-- Required --> <_= Available =_>. <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 5.91 596.23 178.75 2637.94 0.03 0.23 0.18 4.27 23.21 6 ---------------------- --------------------------------------------------------------------------------------- Beam-MNT 13-19 Length 8.86 ft Angle of Member -10.41 deg Built-up section Weight 137. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner'Flange Ratio Cond 1 8.86 55.0 3 2.95 ft 12.00 in 12.00 in 6.000 X0.2500 0.1350 6.000 X0.2500 0.117 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 0.57 -71.77 108.00 625.11 0.01 0.11 0.17 -3.03 17.56 1 -------------------------------------------------------------------------------------------------------------- North Valley - Frame Q 22 BSP MODULE REVIEW DATA - DESIGN SUMMARY -------------- 08-03-09 41 174113 CYCLE 1 Beam-MNT 19-14 Length 4.59 ft Angle of Member -11.06 deg Built-up section Weight 68. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 2.59 55.0 1 2.59 ft 12.00 in 12.00 in 6.000 X0.2500 0.1350 6.000 X0.2500 0.117 1 2 2.00 55.0 1 2.00 ft 12.00 in 6.00 in 6.000 X0.2500 0.1350 6.000 X0.2500 0.023 1 (Controlling Actions) TOTAL FRAME WEIGHT IS 4871.lbs. 1W, <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Reqd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear . (kips) (kips) Cond 1 -0.51 -71.78 149.93 625.11 0.00 0.11 0.15 2.61 17.56 1 2 -------------------------------------------------------------------------------------------------------------- -0.22 -13.65 149.93 625.11 0.00 0.02 0.06 1.14 17.56 1 Lean-Col 18-19 Length 9.13 ft Angle of Member 90.00 deg Tube section Weight 124. lb Sect. Length Yield No. Segment Depth at Depth at Outer Flange Web thk Comb.Strng Load No. (ft) Stress Seg Size Start End or Pipe/Tube (in) Inner Flange Ratio Cond 1 9.13 46.0 3 3.04 ft 6.00 in 6.00 in 6.000 Width x0.188 Thk. 0.030 1 (Controlling Actions) <-- Required --> <_= Available =_> <----- Ratios -----> <----- Max Shear -----> Sect. Axial Moment Axial Bending Regd Available Load No. (kips) (in -kip) (kips) (k -in) Axial Bendg Shear (kips) (kips) Cond 1 -------------------------------------------------------------------------------------------------------------- 5.74 -0.06 94.92 222.96 0.06 0.00 0.00 0.01 31.42 1 TOTAL FRAME WEIGHT IS 4871.lbs. 1W, f North Valley - Frame @ 22 BSP 08-03-09 MODULE REVIEW DATA - JOINT DEFLECTIONS ----------------- Joint Dflc for Load Comb 1: ASD DL+CLL+LL Weighted B2 Factor = 1.04 Vertical Horizontal Rotation Out -of -Plane Joint Deflection Deflection Angle Deflection Number ------ (inches) -------- (inches) (deg) (inches) 1 0.00000 -------- 0.00000 -------- 0.04109 ----------- 0.00000 2 0.00000 0.00000 0.00177 0.00000 3 -0.00867 -0.00581 -0.05301 0.00000 4 -0.08900 -0.00628 -0.02579 0.00000 5 -0.09371 -0.00634 -0.01229 0.00000 6 -0.01195 -0.17672 -0.09649 0.00000 7 -0.10192 -0.15959 -0.11743 0.00000 8 -0.57874 -0.04446 0.01403 0.00000 9 -0.01958 0.09127 0.14659 0.00000 10 0.09585 0.11322 0.12564 0.00000 11 -0.01137 -0.00550 -0.01122 0.00000 12 -0.01409 -0.00557 -0.01145 0.00000 13 -0.00489 -0.00560 0.02339 0.00000 14 -0.03177 -0.01085 -0.03596 0.00000 15 0.00000 0.00000 -0.01212 0.00000 16 0.00000 0.00000 0.00220 0.00000 17 -0.01671 -0.00715 -0.01516 0.00000 18 0.00000 0.00000 0.00304 0.00000 19 -0.00545 -0.00581 -0.00707 0.00000 20 -0.00816 -0.00593 0.02719 0.00000 42 174113 North Valley - Frame Q 22 BSP 08-03-09 MODULE REVIEW DATA - JOINT DEFLECTIONS ----------------- Joint Dflc for Load Comb 2: ASD .6DL+WL1 Weighted B2 Factor = 0.99 Vertical Horizontal Rotation Out -of -Plane Joint Deflection Deflection Angle Deflection Number ------ (inches) -------- (inches) -------- (deg) (inches) 1 0.00000 0.00000 -------- -0.18609 ----------- 0.00000 2 0.00000 0.00000 -0.11353 0.00000 3 -0.00679 0.37999 -0.02058 0.00000 4 -0.00147 0.38041 0.01234 0.00000 5 0.00133 0.38046 0.01029 0.00000 6 0.02112 0.56055 -0.02282 0.00000 7 0.00493 0.56362 -0.00911 0.00000 8 0.11895 0.53722 0.01022 0.00000 9 0.00620 0.51114 -0.05078 0.00000 10 -0.02702 0.50485 -0.03226 0.00000 11 0.00310 0.38045 0.01302 0.00000 12 0.00672 0.38041 0.01685 0.00000 13 0.02179 0.38338 -0.08935 0.00000 14 0.01165 0.38234 0.01389 0.00000 15 0.00000 0.00000 -0.23162 0.00000 16 0.00000 0.00000 -0.11784 0.00000 17 0.01086 0.38254 0.02322 0.00000 18 0.00000 0.00000 -0.19917 0.00000 19 0.00406 0.38084 -0.00709 0.00000 20 0.00004 0.38046 -0.00537 0.00000 43 174113 C7 North Valley - Frame Q 22 BSP 08-03-09 MODULE REVIEW DATA - JOINT DEFLECTIONS ----------------- Joint Dflc for Load Comb 3: ASD .6DL+WR1 Weighted B2 Factor = 0.99 Vertical Horizontal Rotation Out -of -Plane Joint Deflection Deflection Angle Deflection Number ------ (inches) -------- (inches) (deg) (inches) 1 0.00000 -------- 0.00000 -------- 0.05908 ----------- 0.00000 2 0.00000 0.00000 0.03844 0.00000 3 0.00668 -0.13055 0.02695 0.00000 4 0.04014 -0.13006 0.00857 0.00000 5 0.04157 -0.13000 0.00304 0.00000 6 0.01706 -0.24321 0.02585 0.00000 7 0.04468 -0.24843 0.04436 0.00000 8 0.13928 -0.26997 -0.01629 0.00000 9 0.00843 -0.30058 0.00356 0.00000 10 0.01977 -0.29842 0.01727 0.00000 11 0.00483 -0.12762 0.00085 0.00000 12 0.00489 -0.12746 -0.00017 0.00000 13 -0.00458 -0.12668 0.01810 0.00000 14 0.01851 -0.12170 0.02073 0.00000 15 0.00000 0.00000 0.08521 0.00000 16 0.00000 0.00000 0.03921 0.00000 17 0.00473 -0.12729 -0.00026 0.00000 18 0.00000 0.00000 0.06525 0.00000 19 0.00286 -0.12477 0.00594 0.00000 20 0.00379 -0.12881 -0.01049 0.00000 44 174113 North Valley - Frame @ 22 BSP 08-03-09 MODULE REVIEW DATA - JOINT DEFLECTIONS ----------------- Joint Dflc for Load Comb 4: ASD DL+CLL+.75(LL+WL2) Weighted B2 Factor = 1.02 Vertical Horizontal Rotation Out -of -Plane Joint Deflection Deflection Angle Deflection Number• ----=- (inches) -------- (inches) (deg) (inches) 1 0.00000 -------- 0.00000 -------- -0.11146 ----------- 0.00000 2 0.00000 0.00000 -0.08499 0.00000 3 -0.01370 0.28545 -0.06301 0.00000 4 -0.08425 0.28507 -0.01523 0.00000 5 -0.08664 0.28502 =0.00410 0.00000 6 -0.00003 0.27304 -0.10199 0.00000- 7 -0.09181 0.29050 -0.11195 0.00000 8 -0.43594 0.37353 0.02176 0.00000 9 -0.01404 0.47601 0.09033 0.00000 10 0.06103 0.49031 0.08398 0.00000 11 -0.00848 0.28455 -0.00076 0.00000 12 -0.00831 0.28443 0.00186 0.00000 13 0.01189 0.28601 -0.04667 0.00000 14 -0.01758 0.28098 -0.01937 0.00000 15 0.00000 0.00000 -0.18512 0.00000 16 0.00000 0.00000 -0.08764 0.00000 17 -0.00767 0.28450 0.00312 0.00000 18 0.00000 0.00000 -0.14855 0.00000 19 -0.00138 0.28405 -0.01144 0.00000 20 -0.00765 0.28479 0.02145 0.00000 45 174113 North Valley - Frame @ 22 BSP 08-03-09 46 174113 MODULE REVIEW DATA - JOINT DEFLECTIONS ----------------- Joint Dflc for Load Comb 5: ASD DL+CLL+.75(LL+WR2) Weighted B2 Factor = 1.02 Vertical Horizontal Rotation Out -of -Plane Joint Deflection Deflection Angle Deflection Number ------ (inches) -------- (inches) -------- (deg) (inches) 1 0.00000 0.00000 -------- 0.07899 ----------- 0.00000 2 0.00000 0.00000 0.03334 0.00000 3 -0.00320 -0.11201 -0.02576 0.00000 4 -0.05166 -0.11234 -0.01816 0.00000 5 -0.05511 -0.11239 -0.00975 0.00000 6 -0.00465 -0.35628 -0.06218 0.00000 7 -0.06067 -0.34559 -0.06852 0.00000 8 -0.41999 -0.25877 -0.00016 0.00000 9 -0.01228 -0.15983 0.13441 0.00000 10 0.09911 -0.13865 0.12444 0.00000 11 -0.00711 -0.11105 -0.01031 0.00000 12 -0.00974 -0.11103 -0.01150 0.00000 13 -0.00866 -0.11119 0.03719 0.00000 14 -0.01204 -0.11151 -0.01384 0.00000 15 0.00000 0.00000 0.06141 0.00000 16 0.00000 0.00000 0.03465 0.00000 17 -0.01246 -0.11250 -0.01530 0.00000 18 0.00000 0.00000 0.05737 0.00000 19 -0.00228 -0.10971 -0.00126 0.00000 20 -0.00470 -0.11172 0.01744 0.00000 North Valley - Frame Q 22 BSP 08-03-09 MODULE. REVIEW DATA - JOINT DEFLECTIONS ----------------- Joint Dflc for Load Comb 6: ASD DL+CLL+WL2 Weighted B2 Factor = 1.01 Vertical Horizontal Rot4tion n+it"Of Plau® Joint Defloetioil Leiiection Angle Deflection Number ------ (inches) -------- (inches) -------- (deg) -------- (inches) 1 0.00000 0.00000 -0.16964 ----------- 0.00000 2 0.00000 0.00000 -0.11113 0.00000 3 -0.01250 0.37320 -0.04934 0.00000 4 -0.05514 0.37298 -0.00412 0.00000 5 -0.05538 0.37295 0.00212 0.00000 6 0.00798 0.46119 -0.07452 0.00000 7 -0.05711 0.47357 -0.07460 0.00000 8 -0.21640 0.51196 0.01950 0.00000 9 -0.00636 0.56304 0.02895 0.00000 10 0.02176 0.56842 0.03368 0.00000 11 -0.00413 0.37181 0.00575 0.00000 12 -0.00228 0.37169 0.00926 0.00000 13 0.01836 0.37375 -0.07445 0.00000 14 _0.00464 0.37019 -0.00457 0.00000 15 0.00000 0.00000 -0.23249 0.00000 16 0.00000 0.00000 -0.11482 0.00000 17 0.00013 0.37273 0.01311 0.00000 18 0.00000 0.000.00 -0.19419 0.00000 19 0.00152 0.37134 -0.01160 0.00000 20 -0.00495 0.37239 0.01131 -0.00000 47 174113 North Valley - Frame @ 22 BSP 08-03-09 48 174113 MODULE REVIEW DATA - JOINT DEFLECTIONS ----------------- Joint Dflc for Load Comb 7: ASD DL+CLL+WR2 Weighted B2 Factor = 1.00 Vertical Horizontal Rotation Out -of -Plane Joint Deflection Deflection Angle Deflection Number ------ (inches) -------- (inches) -------- (deg) (inches) 1 0.00000 0.00000 -------- 0.07874 ----------- 0.00000 2 0.00000 0.00000 0.04287 0.00000 3 0.00115 -0.14411 -0.00114 0.00000 4 -0.01297 -0.14426 -0.00796 0.00000 5 -0.01460 -0.14428 -0.00524 0.00000 6 0.00203 -0.35908 -0.02310 0.00000 7 -0.01684 -0.35546 -0.01836 0.00000 8 -0.19578 -0.31215 -0.00856 0.00000 9 -0.00407 -0.26565 0.08606 0.00000 10 0.07103 -0.25137 0.08597 0.00000 11 -0.00234 -0.14302 -0.00663 0.00000 12 -0.00412 -0.14295 -0.00805 0.00000 13 -0.00837 -0.14313 0.03452 0.00000 14 0.00240 -0.14057 0.00245 0.00000 15 0.00000 0.00000 0.08852 0.00000 16 0.00000 0.00000 0.04433 0.00000 17 -0.00608 -0.14391 -0.01076 0.00000 18 0.00000 0.00000 0.07376 0.00000 19 0.00032 -0.14105 0.00162 0.00000 20 -0.00114 -0.14365 0.00614 0.00000 North Valley - Frame @ 22 BSP 08-03-09 49 174113 MODULE REVIEW DATA - JOINT DEFLECTIONS ----------------- Joint Dflc for Load Comb 8: ASD DC(1+.14SD)+.7EQL Weighted B2 Factor = 1.02 Vertical Horizontal Rotation Out -of -Plane Joint Deflection Deflection Angle Deflection Number ------ (inches) -------- (inches) -------- (deg) (inches) 1 0.00000 0.00000 -------- -0.11416 ----------- 0.00000 2 0.00000 0.00000 -0.09550 0.00000 3 -0.01378 0.32079 -0.07022 0.00000 4 -0.08605 0.32038 -0.01333 0.00000 5 -0.08799 0.32032 -0.00232 0.00000 6 0.01172 0.42770 -0.11545 0.00000 7 -0.09249 0.44749 -0.12790 0.00000 8 -0.35952 0.51196 0.04547 0.00000 9 -0.01323 0.59598 0.02810 0.00000 10 0.00383 0.59926 0.01567 0.00000 11 -0.00798 0.31970 0.00242 0.00000 12 -0.00692 0.31958 0.00598 0.00000 13 0.01418 0.32193 -0.05955 0.00000 14 -0.03012 0.31350 -0.03345 0.00000 15 0.00000 0.00000 -0.20239 0.00000 16 0.00000 0.00000 -0.09863 0.00000 17 -0.00528 0.32017 0.00858 0.00000 18 0.00000 0.00000 -0.16665 0.00000 19 -0.00334 0.31867 -0.01532 0.00000 20 -0.00786 0.32002 0.02069 0.00000 North Valley - Frame @ 22 BSP 08-03-09 MODULE REVIEW DATA - JOINT DEFLECTIONS ----------------- Joint Dflc for Load Comb 9: ASD DC(1+.14SD)+.7EQR Weighted B2 Factor = 1.02 Vertical Horizontal Rotation Out -of -Plane Joint Deflection Deflection Angle Deflection Number ------ (inches) -------- (inches) (deg) (inches) 1 0.00000 -------- 0.00000 -------- 0.15970 ----------- 0.00000 2 0.00000 0.00000 0.09527 0.00000 3 0.00326 -0.31993 0.00624 0.00000 4 -0.02061 -0.32006 -0.01730 0.00000 5 -0.02426 -0.32008 -0.01218 0.00000 6 -0.02721 -0.62905 0.00122 0.00000 7 -0.02952 -0.62856 -0.01120 0.00000 8 -0.32704 -0.55674 -0.02856 0.00000 9 -0.01008 -0.47978 0.14559 0.00000 10 0.10958 -0.45706 0.13313 0.00000 11 -0.00558 -0.31845 -0.01552 0.00000 12 -0.00979 -0.31842 -0.01927 0.00000 13 -0.01954 -0.32070 0.08555 0.00000 14 -0.01272 -0.31957 -0.01498 0.00000 15 0.00000 0.00000 0.18322 0.00000 16 0.00000 0.00000 0.09883 0.00000 17 -0.01447 -0.32085 -0.02615 0.00000 18 0.00000 0.00000 0.16620 0.00000 19 -0.00335 -0.31781 0.00315 0.00000 20 -0.00191 -0.31927 0.01176 0.00000 50 174113 ��l