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MAIN BUILDING CALCULATIONS PROJECT: SUNWEST FOOD -RICE MILL BUILDING #I B & C JOB NO: 1751 CUSTOMER: CRANSTON STEEL LOCATION: BIGGS, CA .R �'t�r' TABLE OF CONTENT PROJECT: SUNWEST FOOD -RICE MILL BUILDING #16 & C JOB NO: 1751 CUSTOMER: CRANSTON STEEL LOCATION: BIGGS, CA ITEM DESCRIPTION 1 CERTIFICATE OF DESIGN Main Building Calculations 2 Design Load & Reaction Summary , 3 Roof Analysis & Design 4 Front Sidewall Analysis & Design 5 Back Sidewall Analysis & Design 6 Left Endwall Analysis & Design - SEE BUILDING 1A 7 Right Endwall Analysis & Design 8 Rigid Frame 2 Analysis & Design Frame(s) Ln: 2,3,4,5, & 6 9 Rigid Frame 3 Analysis & Design Frame(s) Ln: 7,8,9 & 10 10 Rigid Frame 4 Analysis & Design Frame(s) Ln: 11 11 Rigid Frame 5 Analysis & Design Frame(s) Ln: 12 Pages 1-12 1-40 1-33 1-33 Additional Calculations 1-12 0 a TANK FARM/PACKAGING BUILDING DESIGN LOAD SUMMARY HCI STEEL PRODUCTS 18520 67 AVE NE ARLINGTON, WA 98223 STRUCTURAL DESIGN CALCULATIONS FOR CRANSTON STEEL P.O. BOX 1036 WOODLAND, CA 95776 SUNWEST FOODS -RICE MILL 8TH STREET BIGGS, CA 95917 1751 BUILDING DATA Width (ft) = 70.0 Lenath (ft) =242.0 Eave Height (ft) = 50.0/ 50.0 Roof Slope (rise/12 ) = 1.00/ 1.00 Dead Load (psf ) = 2.5 Roof Live Load (psf )= 20.0 Frame Live Load (psf )= 12.0 Collat. Load (psf ) = 13.0 Wind Speed(mph ) = 75.0 Wind Code =UBC 97 Closed/Open =C Exposure =C Importance - Wind = 1.00 Importance - Seismic = 1.00 Seismic Coeff = 0.36 Designer = BRUCE WELLENBRINK --------------- 4/23/00 O Qp,QfESS/p� Q`��Q�GG G pFp� < Lu No. S4374 m cc EXP. l 0 04/23/00 DESCALC Page 1 of 12 TANK FARM/PACKAGING BUILDING DESIGN LOAD SUMMARY ------------------=------------------------------------------------------------ ------------------------------------------------------------------------------- 1753#1BCR Design Loads For Each Building Component 4/23/00 12:14am ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- FRONT SIDEWALL: --------------- LOADING Wind Wind Press Suct 17.9 -17.9 23.8 -23.8 17.9 -17.9 BACK SIDEWALL: --------------- LOADING Wind ' Wind Press Suct 17.9 -17.9 23.8 -23.8 17.9 -17.9 Girt/Header Panel Jamb Girt/Header Panel Jamb 04/23/00 DESCALC Page 2 of 12 TANK FARM/PACKAGING BUILDING DESIGN LOAD SUMMARY RIGHT ENDWALL: -------------- BASIC LOADS: Dead Live Snow Collateral Basic Wind Load Load Load Load Load Wind Ratio 2.5 20.0 0.0 13.0 19.9 1.00 WIND PRESSURE/SUCTION: Wind Wind Press Suct 17.9 -17.9 Column 17.9 -17.9 Girt/Header 17.9 -17.9 Jamb 23.8 -23.8 Panel WIND COEFFICIENTS: Surf Rafter _ Wind _1 Rafter_Wind_2 Bracing Wind Long Id Left Right Left Right Left Right Press 1 0.00 0.00 0.00 0.00 0.00 0.00 0.80 2 -1.50 -1.50 0.00 0.00 -1.50 -1.50 -0.70 3 -1.50 -1.50 0.00 0.00 -1.50 -1.50 -0.70 4 0.00 0.00 0.00 0.00 0.00 0.00 -0.50 COLUMN & BRACING DESIGN LOADS: No. Load Live/ Brace Wind Column Wind Load Id Dead Collat Snow Left Right Press Suct 6 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 2 1.00 0.00 0.50 0.00 0.00 1.00 0.00 3 1.00 0.00 0.50 0.00 0.00 0.00 1.00 4 1.00 0.00 0.00 0.00 0.00 0.00 0.00 5 1.00 0.00 0.00 1.00 0.00 0.00 0.00 6 1.00 0.00 0.00 0.00 1.00 0.00 0.00 RAFTER DESIGN LOADS: No. Load Live/ Rafter _Wind _1 Rafter_Wind_2 Load Id Dead Collat Snow Left Right Left Right 5 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 2 1.00 0.00 0.00 1.00 0.00 0.00 0.00 3 1.00 .0.00, 0.00 0.00 1.00 0.00 0.00. 4 1.00 0.00 0.00 0:00 '0.00 1.00 0.00 5 1.00 0.00 0.00 0.00 0.00 0.00 1.00 Surface Friction 0.00 0.00 0.00 0.00 I Aux I Id 0 0 0 0 0 0 I Aux I Id 0 0 0 0 0 04/23/00 DESCALC Page 3 of 12 TANK FARM/PACKAGING BUILDING DESIGN LOAD SUMMARY ROOFDES: BASIC LOADS: Dead Live Snow Collateral Basic Wind Load Surface Load Load Load Load Wind Ratio Friction 2.5 20.0 0.0 13.0 19.9 1.00 0.00 WIND PRESSURE/SUCTION: Wind Wind Wind Press Suct Suct_R 0.0 -19.9 Purlins 0.0 -25.8 Panels 15.9 -9.9 -13.9 Bracing PURLIN DESIGN LOADS: Surf No. Des Load Live/ Wind Wind Aux Id Loads Id Dead Collat Snow Press Suct Id 2 2 1 1.00 1.00 1.00 0.00 0.00 0 2 1.00 0.00 0.00 0.00 1.00 0 3 2 1 1.00 1.00 1.00 0.00 0.00 0 2 1.00 0.00 0.00 0.00 1.00 0 BRACING DESIGN LOADS: Surf No. Des Load Live/ Wind Wind Aux Id Loads Id Dead Collat Snow Press Suct Id 2 4 1 1.00 0.00 0.00 1.00 1.00 0 2 1.00 0.00 0.50 1.00 1.00 0 3 1.00 1.00 1.00 0.50 0.50 0 4 1.00 1.00 0.00 0.00 0.00 0' 3 4 1 1.00 0.00 0.00 1.00 1.00 0 2 1.00 0.00 0.50 1.00 1.00 0 3 1.00 1.00 1.00 0.50 0.50 0 4 1.00 1.00 0.00 0.00 0.00 0 04/23/00 DESCALC Page 4 of 12 TANK FARM/PACKAGING BUILDING DESIGN LOAD SUMMARY RIGID FRAME #2: --------------- BASIC LOADS: Basic Defl Seis Weak _Axis -React Dead Live Snow Collateral Wind Ratio Load L_Col R_Col 2.5 12.0 0.0 13.0 19.9 1.00 2.4 0.0 0.0 WIND COEFFICIENTS: Surf--Wind_1-----Wind-2--- Surface Id Left Right Left Right Friction 1 0.80 -0.50 0.80 -0.50 0.00 2 -0.70 -0.70 -0.70 -0.70 0.00 3 -0.70 -0.70 -0.70 -0.70 0.00 4 -0.50 0.80 -0.50 0.80 0.00 DESIGN LOADS: -------------------- Load _Coefficients ------------------- No. _Des Load Live/ Live --- Wind _1-- ---Wind 2-- Aux Loads Id Dead Collat Snow Right Left Right Left Right Seis Id 19 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 2 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0 3 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0 4 1.00 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0 5 1.00 1.00 1.00 0.00 0.00 0.50 0.00 0.00 0.00 0 6 1.00 0.00 0.50 0.00 1.00 0.00 0.00 0.00 0.00 0 7 1.00 0.00 0.50 0.00 0.00 1.00 0.00 0.00 0.00 0 8 1.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0 9 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0 10 1.00 1.00 1.00 0.00 0.00 0.00 0.50 0.00 0.00 0 11 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.50 0.00 0 12 1.00 0.00 0.50 0.00 0.00 0.00 1.00 0.00 0.00 0 13 1.00 0.00 0.50 0.00 0.00 0.00 0.00 1.00 0.00 0 14 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0 15 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0 16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0 17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0 18 1.00 1.00 1.00 -0.50 0.00 0.00 0.00 0.00 0.00 0 19 1.00 1.00 0.50 0.50 0.00 0.00 0.00 0.00 0.00 0 ADDITIONAL LOADS: No. Add Surf- Load I P V. M - Dx Dy - Concentrated Add Id Id Type I Wpl Wp2 Co Dll D12 - Distributed 2 1 2 C 6.20 0.00 0.00 0.00 19.00 2 4 C 6.20 0.00 0.00 0.00 19.00 04/23/00 DESCALC Page 5 of 12 TANK FARM/PACKAGING BUILDING DESIGN LOAD SUMMARY RIGID FRAME #3: --------------- BASIC LOADS: Basic Defl Seis Weak _Axis -React Dead Live Snow Collateral Wind Ratio Load L_Col R_Col 2.5 12.0 0.0 13.0 19.9 1.00 2.5 0.0 0.0 WIND COEFFICIENTS: Surf --Wind 1-----Wind-2--- Surface Id Left Right Left Right Friction 1 0.80 -0.50 0.80 -0.50 0.00 2 -0.70 -0.70 -0.70 -0.70 0.00 3 -0.70 -0.70 -0.70 -0.70 0.00 4 -0.50 0.80 -0.50 0.80 0.00 DESIGN LOADS: No. Des, Load Loads Id 19 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 ----_--- Load Coefficients ---- Live/ Live ---Wind 1-- ---Wind 2-- Aux Dead Collat Snow Right Left Right Left Right Seis Id 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0 1.00 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0 1.00 1.00 1.00 0.00 0.00 0.50 0.00 0.00 0.00 0 1.00 0.00 0.50 0.00 1.00 0.00 0.00 0.00 0.00 0 1.00 0.00 0.50 0.00 0.00 1.00 0.00 0.00 0.00 0 1.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0 1.00 1.00 1.00 0.00 0.00 0.00 0.50 0.00 0.00 0 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.50 0.00 0 1.00 0.00 0.50 0.00 ,0.00 0.00 1.00 0.00 0.00 0 1.00 0.00 0.50 0.00 0.00 0.00 0.00 1.00 0.00 0 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0 1.00 1.00 1.00 -0.50 0.;00 0.00 0.00 0.00 0.00 0 1.00 1.00 0.50 0.50 0.00 0.00 0.00 0.00 0.00 0 ADDITIONAL LOADS:; No. Add Surf Load I P V M Add Id Id Type I Wpl Wp2 Co 1 1 2 C 7.75 0.00 0.00 Dx Dy - Concentrated Dll D12 - Distributed 0.00 19.00 04/23/00 DESCALC Page 6 of 12 TANK FARM/PACKAGING BUILDING DESIGN LOAD SUMMARY RIGID FRAME #4: --------------- BASIC LOADS: Basic Defl Seis Weak _Axis -React Dead Live Snow Collateral Wind Ratio Load L_Col R_Col 2.5 12.0 0.0 13.0 19.9 1.00 2.5 0.0 0.0 WIND COEFFICIENTS: Surf--Wind_1-----Wind-2--- Surface Id Left Right Left Right Friction 1 0.80 -0.50 0.80 -0.50 0.00 2 -0.70 -0.70 -0.70 -0.70 0.00 3 -0.70 -0.70 -0.70 -0.70 0.00 4 -0.50 0.80 -0.50 0.80 0.00 DESIGN LOADS: -------------------- Load _Coefficients ------------------- No. _Des Load Live/ Live ---Wind-1 -- ---Wind 2-- Aux Loads Id Dead Collat Snow Right Left Right Left Right Seis Id 19 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 2 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0 3 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0 4 1.00 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0 5 1.00 1.00 1.00 0.00 0.00 0.50 0.00 0.00 0.00 0 6 1.00 0.00 0.50 0.00 1.00 0.00 0.00 0.00 0.00 0 7 1.00 0.00 0.50 0.00 0.00 1.00 0.00 0.00 0.00 0 8 1.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0 9 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0 10 1.00 1.00 1.00 0.00 0.00 0.00 0.50 0.00 0.00 0 11 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.50 0.00 0 12 1.00 0.00 0.50 0.00 0.00 0.00 1.00 0.00 0.00 0 13 1.00 0.00 0.50 0.00 0.00 0.00 0.00 1.00 0.00 0 14 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0 15 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0 16 0.00 0.00 0..00 0.00 0.00 0.00 0.00 0.00 1.00 0 17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0 18 1.00 1.00 1.00 -0.50 0.00 0.00 0.00 0.00 0.00 0 19 1.00 1.00 0.50 0.50 0.00 0.00 0.00 0.00 0.00 0 ADDITIONAL.LOADS:. No. Add Surf Load I P Add Id Id Type I Wpl 1 1 2 C 3.88 V M Dx Dy Concentrated Wp2 Co Dll D12 - Distributed 0.00 0.00 0.00 19.00 04/23/00 DESCALC Page 7 of 12 TANK FARM/PACKAGING BUILDING DESIGN LOAD SUMMARY RIGID FRAME #5: --------------- BASIC LOADS: Basic Defl Seis Weak -Axis -React Dead Live Snow Collateral Wind Ratio Load L_Col R_Col 2.5 12.0 0.0 13.0 19.9 1.00 1.2 0.0 0.0 WIND COEFFICIENTS: Surf--Wind_1-----Wind-2--- Surface Id Left Right Left Right Friction 1 0.80 -0.50 0.80 -0.50 0.00 2 -0.70 -0.70 -0.70 -0.70 0.00 3 -0.70 -0.70 -0.70 -0.70 0.00 4 -0.50 0.80 -0.50 0.80 0.00 DESIGN LOADS: -------------------- Load _Coefficients ------------------- No._Des Load Live/ Live ---Wind 1-- ---Wind 2-- Aux Loads Id Dead Collat Snow Right Left Right Left Right Seis Id 19 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 2 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0 3 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0 4 1.00 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0 5 1.00 1.00 1.00 0.00 0.00 0.50 0.00 0.00 0.00 0 6 1.00 0.00 0.50 0.00 1.00 0.00 0.00 0.00 0.00 0 7 1.00 0.00 0.50 0.00 0.00 1.00 0.00 0.00 0.00 0 •8 1.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0 9 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0 10 1.00 1.00 1.00 0.00 0.00 0.00 0.50 0.00 0.00 0 11 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.50 0.00 0 12 1.00 0.00 0.50 0.00 0.00 0.00 1.00 0.00 0.00 0 13 1.00 0.00 0.50 0.00 0.00 0.00 0.00 1.00 0.00 0 14 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0 15 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0 16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0 17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0 18 1.00 1.00 1.00 -0.50 0.00 0.00 0.00 0.00 0.00 0 19 1.00 1.00 0.50 0.50 0.00 0.00 0.00 0.00 0.00 0 04/23/00 DESCALC Page 8 of 12 0 TANK FARM/PACKAGING BUILDING DESIGN LOAD SUMMARY ------------ 1753#1BCR ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Reactions, Anchor Bolts, & Base Plates 4/23/00 12:14am ----- ----- ---- Foundation Loads (k) ---- --------- ----------------- Frame Col Max Pos Val Max Neg Val Anc. Bolt Base Plate Line ----- Line ----- Id -- Horiz ----- Vert ----- Id Horiz -- ----- Vert ----- No. --- Diam ----- Width ----- Len ----- Thick ----- 12 E 17 4.28 0.66 18 -4.28 0.66 2 0.750 8.00 12.16 0.500 17 4.28 0.66 12 D 17 4.32 0.68 18 -4.32 0.68 2 0.750 8.00 12.16 0.500 17 4.32 0.68 12 C 17 4.32 0.68 18 -4.32 0.68 2 0.750 8.00 12.r-6 0.500 17 4.32 0.68 12 B 17 4.28 0.66 18 -4.28 0.66 2 0.750 8.00 12.16 0.500 17 4.28 0.66 1 A 1 5.53 6.08 2 -8.14 -5.94 2 0.875 10.00 16.50 0.500 3 4.98 12.70 4 -8.14 -5.94 1 F 5 8.14 -5.94 6 -5.53 6.08 2 0.875 10.00 16.50 0.500 7 -4.98 12.70 8 8.14 -5.94 * 2 A 9 12.00 11.80 2-16.51-13.62 4 1.000 8.00 22.75 0.625 10 11.50 33.09 11 -8.60-16.41 * 2 F 8 16.51-13.62 12-12.00 11.80 4 1.000 8.00 22.75 0.625 13-11.50 33.09 14 8.60-16.41 * 7 A 9 14.72 13.74 2-20.61-17.73 4 1.000 8.00 23.00 0.625 10 8.74 31.48 2-20.61-17.73 * 7 F 8 20.61-17.73 12-14.72 13.74 4 1.000 8.00 23.00 0.625 13-11.23 31.48 8 20.61-17.73 11 A 3 12.06 24.42 2-15.96-13.86 2 1.000 8.00 22.75 0.625 15 8.98 27.69 2-15.96-13.86 11 F 5 15.96-13.86 7-12.06 24.42 2 1.000 8.00 22.75 0.625 15 -8.98 27.69 5 15.96-13.86 12 A 3 5.68 12.10 2 -7.28 -5.57 2 0.750 8.00 22.75 0.625 15 4.28 13.61 2 -7.28 -5.57 12 F 5 7.28 -5.57 16 -5.68 12.10 2 0.750 8.00:22.75 0.625 15 -4.28 13.61 8 7.28 -5.57 ------------------------------------------------------------------------------ * 2 Frame Lines 2 3 4 5 6 * 7 Frame Lines 7 8 9 10 Load Load Id Combination ---- 1 ------------------------------ DL+LL/2+WR2 2 DL+WL1 3 DL+CO+LL+WR1/2 4 DL+WL2 5 DL+WR2 04/23/00 DESCALC Page 9 of 12 TANK FARM/PACKAGING BUILDING DESIGN LOAD SUMMARY 6 DL+LL/2+WL2 7 DL+CO+LL+WL2/2 8 DL+WR1 9 DL+LL/2+WR1 10 DL+CO-SEIS_L 11 SEIS_L 12 DL+LL/2+WL1 13 DL+CO+SEIS_L 14 -SEIS_L 15 DL+CO+LL 16 DL+CO+LL+WL1/2 17 DL+WRI+WS 18 DL+WP BRACING/PANEL SHEAR REACTIONS: 0 04/23/00 DESCALC Page 10 of 12 With Bracing(k ) No Bracing(lb/ft) Wall Col Horz Vert Load At Id Id React React Base Angle ---- 1 ----- ----- ----- ---------- 0.00 2 2, 3 14.88 35.58 2 4, 5 14.88 35.58 2 7, 8 14.88 28.46 3 0.00 4 6, 5 14.88 35.58 4 5, 4 14.88 35.58 4 3, 2 14.88 35.58 04/23/00 DESCALC Page 10 of 12 TANK FARM/PACKAGING BUILDING DESIGN LOAD SUMMARY --------------------=------------------------------------------------------------- ---------------------------------------------------------------------------- 1753#1BCR Additional Reactions Report 4/23/00 12:14am Rigid Frame Column Reactions ---------------------------- Frame Col ---Dead--- Collateral ---Live--- --Live_R-- -Wind-Ll-- Line ----- Line ------ Horiz ----- Vert ----- Horiz Vert Horiz Vert Horiz Vert Horiz Vert 1 A 0.43 3.88 ----- 1.19 ----- 4.57 ----- 1.09 ----- 4.20 ----- 0.55 ----- 1.02 ----- -8.5.`7 ----- -9.82 1 F -0.43 3.88 -1.19 4.57 -1.09 4.20 -0.55 3.18 -4:56 0.10 * 2 A 0.86 7.10 2.04 9.59 1.88 8.82 0.94 2.13 -17.36-20.72 * 2 F -0.86 7.10 -2.04 9.59 -1.88 8.82 -0.94 6.69 -10.21 0.29 * 7 A 1.00 7.92 2.61 11.87 2.40 10.92 1.20 2.64 -21.61-25.65 * 7 F -1.00 7.92 -2.61 11.87 -2.40 10.92 -1.20 8.28 -12.53 0.36 11 A 1.27 4.89 4.01 11.87 3.69 10.92 1.85 2.63 -17.23-18.75 11 F -1.27 4.89 -4.01 11.87 -3.69 10.92 -1.85 8.29 -6.17 -6.53 12 A 0.70 3.09 1.86 5.48 1.71 5.04 0.86 1.21 -7.98 -8.66 12 -------------------------------7---------------------------------------------- F -0.70 3.09 -1.86 5.48 -1.71 5.04 -0.86 3.83 -2.82 -3.02 Frame Col -Wind Rl-- -Wind L2-- -Wind R2-- Seismic L- Seismic Line ----- Line ------ Horiz ----- Vert Horiz Vert Horiz Vert Horiz Vert Horiz _R- Vert 1 A 4.56 ----- 0.10 ----- -8.57 ----- -9.82 ----- 4.56 ----- 0.10 ----- -0.95 ----- -1.38 ----- 0.95 ----- 1.38 1 F 8.57 -9.82 -4.56 0.10 8.57 -9.82 -0.95 1.38 0.95 -1.38 * 2 A 10.21 0.29 -17.36-20.72 10.21 0.29 -8.60-16.41 8.60 16.41 * 2 F 17.36-20.72 -10.21 0.29 17.36-20.72 -8.60 16.41 8.60-16.41 * 7 A 12.53 0.36 -21.61-25.65 12.53 0.36 -5.13-11.69 5.13 11.69 * 7 F 21.61-25.65 -12.53 0.36 21.61-25.65 -7.62 11.69 7.62-11.69 11 A 6.17 -6.53 -17.23-18.75 6.17 -6.53 -3.48 -5.56 3.48 5.56 11 F 17.23-18.75 -6.17 -6.53 17.23-18.75 -5.40 5.56 5.40 -5.56 12 A 2.82 -3.02 -7.98 -8.66 2.82 -3.02 -1.20 -1.18 1.20 1.18 12 ------------------------------------------------------------------------------ F 7.98 -8.66 -2.82 -3.02 7.98 -8.66 -1.20 1.18 1.20 -1.18 * 2 Frame Lines 2 3 .4 5 6 * 7 Frame Lines 7 8 9 10 04/23/00 DESCALC Page 11 of 12 TANK FARM/PACKAGING BUILDING DESIGN LOAD SUMMARY Endwall Column Reactions ------------------------- Endwall Column Reactions ------------------------- Frame Col -Raf_ Wind _L- -Raf_ Wind - --Seismic L- --Seismic Line -Out_Of_Plane- Horz Frame Col Dead Collat Live -Brc_Wind_L- -Brc_Wind_R- ----- 12 Wind_P Wind Line Line Vert Vert Vert Horz Vert Horz Vert Horz _S Horz ----- 12 ---- E ----- 0.66 ----- 0.00 ----- 0.00 ----- 0.00 ----- 0.00 ----- 0.00 ----- 0.00 ------ -4.28 ------ 4.28 12 D 0.68 0.00 0.00 0.00 0.00 0.00 0.00 -4.32 4.32 12 C 0.68 0.00 0.00 0.00 0.00 0.00 0.00 -4.32 4.32 12 ---------------------------------------------------------------------------- B 0.66 0.00 0.00 0.00 0.00 0.00 0.00 -4.28 4.28 Endwall Column Reactions ------------------------- Frame Col -Raf_ Wind _L- -Raf_ Wind - --Seismic L- --Seismic Line Line Horz Vert Horz _R Vert Horz Vert Horz _R- Vert ----- 12 ---- E ----- 0.00 ----- 0.00 ----- 0.00 ----- 0.00 ----- 0.00 ----- 0.00 ----- 0.00 ------ 0.00 12 D 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12 C 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12 ---------------------------------------------------------------------------- B 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 04/23/00 DESCALC Page 12 of 12 TANK FARM/PACKAGING BUILDING ROOF DESIGN *1753#1BCR Roof Design Input 3/ 7/ 0 11:22am ------------------------------------------------------------------------------ *-=-------------------- * < PROGRAM OPERATION > *---------------------- * *(1)JOBID: (Max: 60 char) 11753#1BCR' *(2)PROGRAM OPTIONS: * Run Run Run ---Build--- Seismic * Purlin Panel Brace Code Year Zone 'Y' 'Y' 'Y' 'UBC ' 997' '3 ' t *(3)DESIGN CONSTANTS: *-------- Steel _ Yield -------- ------ Stress _Ratio ------ Lap Steel * Purlin Panel R_Col W_Col Purlin Panel Wind—Frame Stiff Code 50.0 80.0 50.0 50.0 1.03 1.03 1.03 .50 'WS' *(4)DEFLECTION LIMITS: * ------Purlin------ ----Extension----- ---Panel--- Wind * Live Wind Total Live Wind Total Live Wind Frame 340.0 180.0 .0 120.0 120.0 .0 90.0 90.0 180.0 *(5)REPORTS: * Input Purlin Purlin Eave Roof Cable * Echo Design Summary Strut Panel Brace 'I' 'Y' 'Y' 'Y' 'Y' 'Y' *(6)BUILDING TYPE: * Build L_Expand_EW R_Expand_EW * Type, Use Offset Use Offset 'FF' 'Y' 24.000 'Y' 24.000 04/23/00 ROOMES Page] of 40 TANK FARM/PACKAGING BUILDING ROOF DESIGN ----------------- :__ < BUILDING LAYOUT > *-------------------- * *(7)BUILDING SHAPE: (Max: 14 surfaces) * No. X_Coord Y_Coord * Surf (ft) (ft) 4 0.0000 50.0000 35.0000 52.9167 70.0000 50.0000 70.0000 0.0000 *(8)WALL BAY SPACING: (Max: 40 bays) * Wall Sets Of Bay No. * Id Bays Width Bays 1 1 70.0000 1 2 3 20.0000 6 25.0000 4 22.0000 1 3 5 14.9167 1 13.2500 1 13.6667 1 13.2500 1 14.9166 1 *(9)FRAMED OPENINGS: * Wall No. Bay Open Open Open Open * Id Opens Id Width Height Offset Type 1 0 2 0 3 0 4 0 *(10)PARTIAL WALLS: * Wall Set _Of--Bay_Id-- Wall * Id Bays Start End Height 1 0 2 1 1 11 19.8750 3 1 1 5 19.8750 4 2 1 6 24.3333 7 11 19.8750 *(11)SURFACE EXTENSION/FRAME RECESS: * Surf --- Surf—Ext--- Frame—Recess ---- Rafter—Size ----- * Id Left Right Left Right Left Right 2 0.0000 0.0000 0.3333 1.0000 'W8x10 'W8x10 ' 3 0.0000 0.0000 0.3333 1.0000 'W8x10 'W8x10 ' 04/23/00 ROOMES Page 2 of 40 TANK FARM/PACKAGING BUILDING ROOF DESIGN *-----------------=- * < FRAMING DESIGN > ------------------- *(12)PURLINS: * Surf Purlin OS_Flg IS_Flg * Id Type Brace Brace 2 'ZB' 'Y' 'N' 3 'ZB' 'Y' 'N' *(13)PURLIN SPACING: Set Set—Lap Max Max_Unbr Depth Ext Int Length 8.000 2.8750 1.8750 0.0000 8.000 2.8750 1.8750 0.0000 * Surf Peak Max Set Set Of -Set * Id Space Space Space Space _Space- Space No. 2 1.0000 5.0100 0.0000 3 1.000 1 0.0000 1 4.25! 7 3 1.0000 5.0100 0.0000 3 4.250 7 0.0000 1 1.60 1 *(14)PURLIN SIZE: * Surf Set No. * Id Purl Purl Purlin_Size 2 'N' 0 3 'N' 0 *(15)PANELS: * Panel Panel Standing * Type Gage Seam 'HR ' 26.00 'N' *(16)WIND FRAMING SELECTION: * *(17)ROOF DIAGONAL BRACING: * Max _Pan Brace Each User_ Selected_Roof_Bays * Shear Type EW No. Bay_Id 0.0 'R' 'R' 0 3 2 4 7 *(18)SIDEWALL DIAGONAL BRACING: * Wall Max Pan: Brace User_ Selected_ SW_ Bays * Id Shear Type No. Bay_Id 2 75.0 'R' 3 2 4 7 4 75.0 'R' 3 7 8 10 *(19)WIND BENTS: * Wall --Member-- No Of * Id Type Depth Bays Bay_Id 2 'W' 0.00 0 4 'W' 0.00 0 *(20)WIND COLUMNS: * Wall --Member-- No Of Left/ * Id Type Depth Col Bay_Id Right 2 'W' 0.00 0 4 'W' 0.00 0 04/23/00 ROOMES Page 3 of 40 I ----------- Order Selection ----------- * Wall Panel Diagonal _Of_ Wind Wind Weak—Axis * Id Shear Bracing Bent Column Bending 2 'N' 'Y' 'N' 'N' 'N' 4 'N' 'Y' 'N' 'N' 'N' *(17)ROOF DIAGONAL BRACING: * Max _Pan Brace Each User_ Selected_Roof_Bays * Shear Type EW No. Bay_Id 0.0 'R' 'R' 0 3 2 4 7 *(18)SIDEWALL DIAGONAL BRACING: * Wall Max Pan: Brace User_ Selected_ SW_ Bays * Id Shear Type No. Bay_Id 2 75.0 'R' 3 2 4 7 4 75.0 'R' 3 7 8 10 *(19)WIND BENTS: * Wall --Member-- No Of * Id Type Depth Bays Bay_Id 2 'W' 0.00 0 4 'W' 0.00 0 *(20)WIND COLUMNS: * Wall --Member-- No Of Left/ * Id Type Depth Col Bay_Id Right 2 'W' 0.00 0 4 'W' 0.00 0 04/23/00 ROOMES Page 3 of 40 I TANK FARM/PACKAGING BUILDING ROOF DESIGN *(21)WALL BRACING ATTACHMENT *Wall No Of Attach--Bay_Id-- * Id Attach Id Start End 2 1 1 1 11 4 1 2 1 11 *(22)EAVE EXTENSIONS SIZE: * No Of Level Level_Height 2 19.0000 50.0000 2 19.0000 50.0000 *Wall No_Of Ext--Bay_Id-----Extension_Size--- Edge_Extend *Id Extend id Start End Height Width Slope Left Right 1 0 2 0 *(23)EAVE EXTENSIONS PURLINS: * *Ext Purlin OS_Flg IS_Flg Set Set_Lap Max_UnBr Peak Max Set *Id Type Brace Brace Depth Ext Int Length Space Space Space *(24)CANOPY SIZE: * *Wall No_Of Ext--Bay_Id-----Extension_Size--- Edge_Extend *Id Extend Id Start End Height Width Slope Left Right 1 0 2 0 3 0 4 0 *(25)CANOPY PURLINS: * *Ext Purlin OS_Flg IS_Flg Set Set_Lap Max _UnBr Peak Max Set *Id Type Brace Brace Depth Ext Int Length Space Space Space *(26)CANOPY PANELS: * *Ext Panel Panel Standing *Id Type Gage Seam *(27)BASE ELEVATION: * Sidewalls * Front Back -10.50 -10.50 04/23/00 ROOMES Page 4 of 40 TANK FARM/PACKAGING BUILDING ROOF DESIGN ----------------- < DESIGN LOADS > *----------------- * *(2.8)BASIC LOADS: * Dead Live Snow Collateral Basic Wind Load Friction Edge Seismic * Load Load Load Load Wind Ratio Coef Strip Coef 2.5 20.0 0.0 13.0 19.9 1.00 .00 7.000 .3788 *(29)WIND PRESSURE/SUCTION: (psf * No Des Deflection * Wind Wind Wind Wind Wind * Press Suct Suct_R Press Suct 0.0 -19.9 0.0 -19.9 0.0 -55.6 0.0 -55.6 0.0 -55.6 0.0 -55.6 0.0 -55.6 0.0 -55.6 0.0 -55.6 0.0 -55.6 0.0 -25.8 0.0 -25.8 0.0 -55.6 0.0 -55.6 15.9 -9.9 -13.9 15.9 -9.9 *(30)PURLIN DESIGN LOADS: * Purlins Gable Extension B_SW Eave Extension F_SW Eave Extension Canopies Panels Canopy Panels Bracing * Surf No Des Load Live/ Wind Wind Aux Load * Id Loads Id Dead Collat Snow Press Suct Id Coef 2 2 1 1.00 1.00 1.00 .00 .00 0 .00 .00 0 2 1.00 .00 .00 .00 1.00 0 .00 3 2 1 1.00 1.00 1.00 .00 .00 0 .00 .50 .50 2 1.00 00 .00 .00 1.00 0 .00 *(31)PURLIN * DESIGN LOADS: Deflection 0 .00 3 4 * Surf No Des Load .00 1.00 Live/ Wind Wind Aux Load * Id Loads Id Dead Collat Snow Press Suct Id Coef 2 0 3 1.00 1.00 1.00 .50 .50 .00 0 3 0 4 1.00 1.00 .00 .00 .00 1.00 *(32)BRACING DESIGN LOADS: * * Surf No Des Load Live/ Wind Wind Aux Load * Id Loads Id Dead Collat Snow Press Suct Seis Id Coef 2 4 1 1.00 .00 .00 1.00 1.00 .00 0 .00 2 1.00 .00 .50 1.00 1.00 .00 0 .00 3 1.00 1.00 1.00 .50 .50 .00 0 .00 4 1.00 1.00 .00 .00 .00 1.00 0 .00 3 4 1 1.00 .00 .00 1.00 1.00 .00 0 .00 2 1.00 .00 .50 .1.00 1.00 .00 0 .00 3 1.00 1.00 1.00 .50 .50 .00 0 .00 4 1.00 1.00 .00 .00 .00 1.00 0 .00 *(33)AUXILIARY LOADS: (Max: 20 loads) * No. Aux Aux No. Add Add Load * Aux Id Name Combs Id Coef 0 04/23/00 ROOMES Page 5 of 40 TANK FARM/PACKAGING BUILDING ROOF DESIGN *(34)ADDITIONAL LOADS: (Max: 40 loads) (F-lb/ft,N/M, W-psf,kN/M2, Dx-ft,mm) * No. Add Surf Basic Load I Fy Dx - Concentrated * Add Id Id Load Type I W1 W2 Dxl Dx2 - Distributed 0 *(35)PURLIN LAPS: (Enter lap on each side of each support) * *Surf Data ------Set 1 -------- ------Set 2------- ------Set 3 --- Id Opt Sets Left Right Quan Left Right Quan Left Right Quan 2 '-' 0 3 '-' 0 *(36)PURLIN LAPS: Extensions(Enter lap on each side of each support) *Ext Data ------Set-1 ------- ------Set-2 ------- ------ Set _3------- * Id Opt Sets Left Right Quan Left Right Quan Left Right Quan *(37)PURLIN STRAPS: * Data --- Set_1--- --- Set_2--- --- Set_3--- --- Set_4--- * Opt Sets Strap Quan Strap Quan Strap Quan Strap Quan '-' 0 *(38)PURLIN STRAPS: Extensions * *Ext DataSet-1 --- --- Set_2--- --- Set_3--- ---Set_4--- * Id Opt Sets Strap Quan Strap Quan Strap Quan Strap Quan 04/23/00 ROOMES Page 6 of 40 TANK FARM/PACKAGING BUILDING ROOF DESIGN ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ 1753#1BCR Bypass Purlin Design Report 4/21/ 0 1:49pm ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ ---------------------------- DESIGN RUN # 1 ; SURFACE # 2 (Edge Strip Zone= 7.00) ---------------------------- PURLIN LAYOUT: Bay Span Purlin Span Lap_Dist(ft) Lap ----- No. No. Unit Id Id Size (ft) Left Right Space Rows Brace Weight --- ---- 1 -------- 8x30Z16 ----- 2.00 ----- ----- ----- 1.00 ---- 1 ----- 0 ------ 6.4 1 2 8x30Z16 18.00 0.27 2.88 1.00 1 0 66.4 2 3 8x30Z16 20.00 2.88 1.88 1.00 1 0 78.7 3 . 4 8x30Z16 20.00 1.88 1.88 1.00 1 0 75.5 4 5 8x30Zl6 20.00 1.88 1.88 1.00 1 0 75.5 5 6 8x30Zl6 20.00 1.88 1.88 1.00 1 0 75.5 6 7 8x30Z16 20.00 1.88 1.88 1.00 1 0 75.5 7 8 8x30Z12 25.00 1.88 1.88 1.00' 1 0 155.3 8 9 8x30Z14 25.00 1.88 1.88 1.00 1 0 112.1 9 10 8x30Z14 25.00 1.88 1.88 1.00 1 0 112.1 10 11 8x30Zl4 25.00 1.88 2.88 1.00 1 0 116.0 11 12 8x30Zl6 20.00 2.88 1.00 1 0 72.7 13 8x30Zl6 2.00 1.00 1 0 6.4 Total (lb)= Total Weight 6.4 66.4 78.7 75.5 75.5 75.5 75.5 155.3 112.1 112.1 116.0 72.7 6.4 1028.2 Purlin DL= 4.25 (psf ) LOAD COMBINATION # 1 : DL+CO+LL -------------------------------------------------- PURLIN ANALYSIS: Span Id 1 2 3 4 5 6 7 8 9 10 11 12 13 -------.SHEAR(k Left' Left Right Right Sup ----- Lap ----- Lap ----- Sup ----- 0.00 Loc ----- 0.00 -0.07 0.25 ----- 0.00 -0.28 -0.39 0.36 0.26 -0.28 -0.35 0.35 0.29 -0.29 -0.35 0.35 0.29 -0.29 -0.35 0.36 0.29 -0.28 -0.35 0.33 0.27 -0.31 -0.37 0.42 0.36 -0.39 -0.46 0.45 0.38 -0.37 -0.44 0.44 0.37 -0.38 -0.44 0.44 0.38 -0.34 -0.44 0.44 0.34 1.81 -0.27 0.07 12.46 0.07 0.00 -------MOMENT(f-k )------- Left Left Mid -Span Sup Lap Mom Loc ----- 0.00 ----- ----- 0.00 ----- 0.00 0.07 -0.82 7.09 1.29 0.40 -0.55 10.20 1.15 0.55 -0.60 9.96 1.18 0.58 -0.58 9.97 1.20 0.59 -0.62 10.15 1.09 0.53 -0.47 9.41 1.51 0.77 -1.04 12.00 1.95 1.17 -0.88 12.66 1.81 1.05 -0.93 12.45 1.86 1.09 -0.93 12.56 1.81 0.69 -0.93 12.46 0.07 0.00 2.00 Right Lap 0.33 0.56 0.58 0.60 0.50 0.87 1.15 1.05 1.09 0.69 Right Sup 0.07 1.29 1.15 1.18 1.20 1.09 1.51 1.95 1.81 1.86 1.81 0.07 0.00 04/23/00 ROOMES Page 7 of 40 I TANK FARM/PACKAGING BUILDING ROOF DESIGN STRENGTH/DEFLECTION: Span ------SHEAR(k )-----------MOMENT(f-k )---- Mom+Shr DEFLECTION(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow ---- 1 --- RS ------ -0.07 ------------ 2.41 0.03 RS ------ 0.07 ----- 4.21 ---- 0.02 --- RS ---- 0.00 ------ 0.05 ----- 2 RL -0.28 2.41 0.12 MS 0.82 4.21 0.19 RS 0.03 -0.13 0.64 3 RL -0.28 2.41 0.12 LS 0.64 4.21 0.15 LS 0.03 -0.08 0.71 4 RL -0.29 2.41 0.12 MS 0.60 4.21 0.14 RS 0.02 -0.09 0.71 5 RL -0.29 2.41 0.12 RS 0.60 4.21 0.14 RS 0.03 -0.09 0.71 6 LL 0.29 2.41 0.12 MS 0.62 4.21 0.15 LS 0.03 -0.10 0.71 7 RL -0.31 2.41 0.13 RL 0.87 4.21 0.21 RL 0.05 -0.05 0.71 8 RL -0.39 11.52 0.03 RL 1.15 8.22 0.14 RL 0.02 -0.16 0.88 9 LL 0.38 4.45 0.09 LL 1.17 5.51 0.21 LL 0.05 -0.13' 0.88 10 RL -0.38 4.45 0.08 RL 1.09 5.51 0.20 RL 0.04 -0.19 0.88 11 LL 0.38 4.45 0.08 LL 1.09 5.51 0.20 LL 0.04 -0.19 0.88 12 LL 0.34 2.41 0.14 MS 0.93 4.21 0.22 LS 0.04 -0.17 0.71 13 LS 0.07 2.41 0.03 LS 0.07 4.21 0.02 LS 0.00 0.07 LAP BOLT SHEAR: LAP BOLT SHEAR RATIO Span SHEAR(k ) ( 0.5in A307 ) Id Left Right Left Right ---- 2 ---- ----- 0.11 ---- ----- 0.08 3 0.11 0.15 0.08 0.10 4 0.15 0.16 0.10 0.11 5 0.16 0.16 0.11 0.11 6 0.16 0.15 0.11 0.10 7 0.15 0.15 0.10 0.10 8 0.25 0.30 0.13 0.15 9 0.22 0.24 0.12 0.13 10 0.24 0.25 0.13 0.14 11 0.25 0.17 0.14 0.10 12 0.14 0.10 WEB CRIPPLING: WEB CRIPPLING RATIO Bearing Width (in) End 3 4 5 6 ----- ---- ---- ---- ---- Left 0.23 0.21 0.19 0.17 Right 0.24 0.22 0.20 0.18 04/23/00 ROOMES Page 8 of 40 TANK FARM/PACKAGING BUILDING ROOF DESIGN LOAD COMBINATION # 2 : DL+WS -------------------------------------------------- PURLIN ANALYSIS: Span Id 1 2 3 4 5 6 7 8 9 10 11 12 13 --------SHEAR(k )-------- Left Left Right Right Sup Lap Lap Sup ----- ----- ----- ----- 0.00 0.05 -0.17 0.19 0.26 -0.24 -0.18 0.19 0.24 -0.24 -0.19 0.20 0.24 -0.24 -0.19 0.20 0.24 -0.24 -0.20 0.19 0.24 -0.23 -0.18 0.21 0.25 -0.29 -0.24 0.27 0.31 =0.30 -0.26 0.25 0.30 -0.30 -0.25 0.26 0.30 -0.30 -0.26 0.23 0.30 -0.30 -0.23 0.18 -0.05 0.00 STRENGTH/DEFLECTION: Span Id 1 2 3 4 5 6 7 8 9 10 11 12 13 -------MOMENT(f-k )------- -----MOMENT(f-k )---- Left Left Mid -Span Sup ----- Lap Mom Loc 0.00 ----- ----- 0.00 ----- 0.00 -0.05 ------ 0.05 0.55 7.09 -0.87 -0.27 0.37 10.20 -0.78 -0.37 0.41 9.96 -0.80 -0.39 0.39 9.97 -0.81 -0.40 0.42 10.15 -0.74 -0.36 0.32 9.41 -1.02 -0.53 0.70 12.00 -1.32 -0.80 0.60 12.66 -1.23 -0.71 0.63 12.45 -1.26 -0.74 0.63 12.56 -1.23 -0.47 0.63 12.46 -0.05 0.39 0.00 2.00 ------SHEAR(k )------ -----MOMENT(f-k )---- Mom+Shr Loc Calc Allow UC Loc Calc Allow UC Loc UC --- RS ------ 0.05 ----- 3.21 ---- 0.01 --- RS ------ 0.05 ----- 5.62 ---- 0.01 --- RS ---- 0.00 RL 0.19 3.21 0.06 MS 0.55 3.93 0.14 RS 0.01 RL 0.19 3.21 0.06 MS 0.37 4.63 0.08 LS 0.01 RL 0.20 3.21 0.06 MS 0.41 4.46 0.09 RS 0.01 RL 0.20 3.21 0.06 MS 0.39 4.54 0.09 RS 0.01 LL -0.20 3.21 0.06 MS 0.42 4.39 0.10 LS 0.01 RL 0.21 3.21 0.07 RL 0.59 5.62 0.10 RL 0.01 RL 0.27 15.36 0.02 MS 0.70 7.67 0.09 RL 0.01 LL -0.26 5.93 0.04 MS 0.60 5.14 0.12 LL 0.01 RL 0.26 5.93 0..04 MS 0.63 5..14 0:12 RL 0.01 LI, -0.26 5.93 0.04 MS 0.63 5.14 0.12 LL 0.01 LL -0.23 3.21 0.07 MS 0.63 3.93 0.16 LS 0.01 LS -0.05 3.21 0.01 LS 0.05 5.62 0.01 LS 0.00 Right Right Lap Sup -0.05 -0.22 -0.87 -0.38 X0.78 -0. 39 -0.80 -0.40 -0.81 -0.34 -0.74 -0.59 -1.02 -0.78 -1.32 -0.72 -1.23 -0.74 -1.26 -0.47 -1.23 -0.05 0.00 DEFLECTION(in) Calc Allow -0.04 0.10 1.20 0.06 1.33 0.08 1.33 0.07 1.33 0.08 1.33 0.04 1.33 0.13 1.67 0.14 1.67 0..15 1.67 . 0.15 1.67 0.13 1.33 -0.05 04/23/00 ROOMES Page 9 of 40 I TANK FARM/PACKAGING BUILDING ROOF DESIGN LAP BOLT SHEAR: 04/23/00 ROOMES Page 10 of 40 n LAP BOLT SHEAR RATIO Span SHEAR(k ) ( 0.5in A307 ) Id ---- Left ---- Right ----- Left ---- Right ----- 2 0.08 0.04 3 0.08 0.10 0.04 0.05 4 0.10 0.11 0.05 0.05 5 0.11 0.11 0.05 0.06 6 0.11 0.10 0.06 0.05 7 0.10 0.10 0.05 0.05 8 0.17 0.21 0.07 0.08 9 0.15 0.16 0.06 0.07 10 0.16 0.17 0.07 0.07 11 0.17 0.12 0.07 0.05 12 0.10 0.05 04/23/00 ROOMES Page 10 of 40 n TANK FARM/PACKAGING BUILDING ROOF DESIGN 1753#1BCR Bypass Purlin Design Report 4/21/ 0 1:49pm ---------------------------- DESIGN RUN # 1 ; SURFACE # 2 ---------------------------- PURLIN LAYOUT: Bay Span Purlin Span Lap_Dist(ft) -:Span No. No. Unit Id Id Size (ft) Left Right Space Rows Brace Weight 1.34 1 8x30Z16 2.00 1.86 -2.03 3.37 1 0 6.4 1 2 8x30Z16 18.00 10.15 2.88 3.37 1 0 66.4 2 3 8x30Z16 20.00 2.88 1.88 3.37 1 0 78.7 3 •4 8x30Z16 20.00 1.88 1.88 3.37 1 0 75.5 4 5 8x30Z16 20.00 1.88 1.88 3.37 1 0 75.5 5 6 8x30Z16 20.00 '1.88 1.88 3.37 1 0 75.5 6 7 8x30Zl6 20.00 1.88 1.88 3.37 1 0 75.5 7 8 8x30Z12 25.00 1.88 1.88 3.37 1 0 155.3 8 9 8x30Z14 25.00 1.88 1.88 3.37 1 0 112.1 9 10 8x30Zl4 25.00 1.88 1.88 3.37 1 0 112.1 10 11 8x30Z14 25.00 1.88 2.88 3.37 1 0 116.0 11 12 8x30Z16 20.00 2.88 3.37 1 0 72.7 13 8x30Z16 2.00 3.37 1 0 6.4 Total (lb)= Total W.bight / 6.4 66.4 78.7 75.5 75.5 75.5 75.5 155.3 112.1 112.1 116.0 72.7 6.4 1028.2 Purlin DL= 1.26 (psf ) LOAD COMBINATION # 1 : DL+CO+LL -------------------------------------------------- PURLIN ANALYSIS: Span Id 1 2 3 4 5 6 7 8 9 10 11 12 13 -----=--SHEAR(k )--_----- Left Left Right Right Sup Lap Lap Sup ----- ----- ----- ----- 0.00 -0.24 0.84 -0.96 -1.30 1.21 0.87 -0.94 -1.17 1.19 0.96 -0.97 -1.20 1.19 0.96 -0.97 -1.19 1.21 0.99 -0.95 -1.17 1.12 0.90 -1.04 -1.26 1.43 1.21 -1.32 -1.55 1.51 1.28 -1.25 -1.47 1.48 1.26 -1.27 -1.49 1.49 1.27 -1.14 -1.48 1.48 1.14 -0.90 0.24 0.00 -------MOMENT(f-k )------- Left Left Mid -:Span Sup ----- Lap ----- Mom ----- Loc ----- 0.00 0.00 0.00 0.24 -2.75 7.09 4.34 1.34 -1.85 10.20 3.87 1.86 -2.03 9.96 3.97 1.96 -1.95 9.97 4.04 1.98 -2.09 10.15 3.68 1.79 .-1.59 9.41 5.08 2.61 -3.49 12.00 6.57 3.96 -2.97 12.66 6.10 3.53 -3.12 12.45 6.25 3.66 -3.13 12.56 6.09 2.31 -3.15 12.46 0.24 0.00 2.00 Right Lap 1.10 1.89 1.94 2.01 1.69 2.92 3.88 3.55 3.66 2.32 Right Sup 0.24 4.34 3.87 3.97 4.04 3.68 5.08 6.57 6.10 6.25 6.09 0.24 0.00 04/23/00 ROOMES Page 11 of 40 t TANK FARM/PACKAGING BUILDING ROOF DESIGN STRENGTH/DEFLECTION: Span------SHEAR(k )------ Id Loc Calc Allow UC 1 RS -0.24 2.41 0.10 2 RL -0.96 2.41 0.40 3 RL -0.94 2.41 0.39 4 RL -0.97 2.41 0.40 5 RL -0.97 2.41 0.40 6 LL 0.99 2.41 0.41 7 RL -1.04 2.41 0.43 8 RL -1.32 11.52 0.11 9 LL 1.28 4.45 0.29 10 RL -1.27 4.45 0.29 11 LL 1.27 4.45 0.29 12 LL 1.14 2.41 0.47 13 LS 0.24 '2.41 0.10 LAP BOLT SHEAR: -----MOMENT(f-k )---- Loc Calc Allow UC RS 0.24 4.21 0.06 MS 2.75 4.21 0.65 LS 2.17 4.21 0.51 MS 2.03 4.21 0.48 RS 2.02 4.21 0.48 MS 2.09 4.21 0.50 RL 2.92 4.21 0.69 RL 3.88 8.22 0.47 LL 3.96 5.51 0.72 RL 3.66 5.51 0.66 LL 3.66 5.51 0.66 MS 3:15 4.21 0.75 LS 0.24 4.21 0.06 WEB CRIPPLING: WEB CRIPPLING RATIO Bearing Width (in) End 3 4 5 6 ----- ---- ---- ---- ---- Left 0.78 0.71 0.63 0.57 Right 0.82 0.74 0.66 0.60 Mom+Shr DEFLECTION(in) Loc UC Calc Allow RS LAP BOLT SHEAR RATIO Span SHEAR(k ) ( 0.5in A307 ) Id ---- Left ---- Right ----- Left ---- Right ----- 2 -0.32 0.38 RS 0.26 3 0.38 0.52 0.26 0.35 4 0.52 0.53 0.35 0.36 5 0.53 0.54 0.36 0.37 6 0.54 0.49 0.37 0.33 7 0.49 0.50 0.33 0.34 8 0.85 1.02 0.43 0.52 9 0.73 0.81 0.41 0.45 10 0.81 0.83 0.45 0.46 11 0.83 0.58 0.46 0.32 12 0.48 0.32 WEB CRIPPLING: WEB CRIPPLING RATIO Bearing Width (in) End 3 4 5 6 ----- ---- ---- ---- ---- Left 0.78 0.71 0.63 0.57 Right 0.82 0.74 0.66 0.60 Mom+Shr DEFLECTION(in) Loc UC Calc Allow RS 0.01 0.18 RS 0.34 -0.43 0.64 LS 0.33 -0.26 0.71 RS 0.28 -0.32 0.71 RS 0.29 -0.29 0.71 LS 0.29 -0.34 0.71 RL 0.55 -0.18 0.71 RL 0.26 -0.55 0.88 LL 0.58 -0.56; 0.88 RL 0.50 -0.62 0.88 LL 0.50 -0.63 0.88 LS 0.50 -0.56 0.71 LS 0.01 0.22 04/23/00 ROOMES Page 12 of 40 TANK FARM/PACKAGING BUILDING ROOF DESIGN LOAD COMBINATION # 2 : DL+WS -------------------------------------------------- PURLIN ANALYSIS: Span Id 1 2 3 4 5 6 7 8 9 10 11 12 13 --------SHEAR(k )-------- Left Left Right Right Sup Lap Lap Sup ----- ----- ----- ----- 0.00 0.12 -0.53 0.51 0.68 -0.61 -0.44 0.46 0.57 -0.58 -0.47 0.48 0.59 -0.59 -0.48 0.48 0.59 -0.60 -0.49 0.47 0.58 -0.55 -0.44 0.51 0.62 -0.70 -0.59 0.65 0.76 -0.74 -0.63 0.61 0.72 -0.73 -0.62 0.62 0.73 -0.73 -0.62 0.57 0.74 -0.76 -0.60 0.56 -0.12 0.00 STRENGTH/DEFLECTION: Span Id 1 2 3 4 5 6 7 8 9 '10 . 11 12 13 -------MOMENT.(f-k )------- Left Left Mid -Span Loc Sup Lap Mom Loc ----- 0.00 ----- ----- 0.00 ----- 0.00 -0.12 --- RS 1.58 7.93 -2.27 -0.77 0.87 10.33 -1.88 -0.89 1.01 9.92 -1.97 -0.97 0.96 9.98 -1.99 -0.98 1.03 10.15 -1.81 -0.88 0.79 9.41 -2.50 -1.29 1.72 12.00 -3.24 -1.95 1.46 12.65 -3.02 -1.75 1.55 12.48 -3.05 -1.78 1.49 12.44 -3.14 -1.18 1.78 11.51 -0.12 MS 0.00 2.00 ------SHEAR(k )------ -----MOMENT(f-k )---- Mom+Shr Loc Calc Allow UC Loc Calc Allow UC Loc UC --- RS ------ 0.12 ----- 3.21 ---- 0.04 --- RS ------ 0.12 ----- 5.62 ---- 0.02 --- RS ---- 0.00 LS -0.53 3.21 0.17 MS 1.58 3.93 0.40 RS 0.05 RL 0.46 3.21 0.14 LS 1.13 5.62 0.20 LS 0.05 RL 0.48 3.21 0.15 MS 1.01 4.43 0.23 RS 0.04 RL 0.48 3.21 0.15 MS 0.96 4.54 0.21 RS 0.04 LL -0.49 3.21 0.15 MS 1.03 4.39 0.24 LS 0.04 RL 0.51 3.21 0.16 RL 1.44 5.62 0.26 RL 0.08 RL 0.65 15.36 0.04 MS 1.72 7.67 0.22 RL 0.04 LL -0.63 5.93 0.11 MS 1.46 5.14 0.28 LL 0.08 RL 0.62 5.93 0.11 MS 1.55 5.14 0.30 RL 0.07 LL -0.62 5.93 0.10 MS 1.49 5.14 0.29 LL 0.07 LL -0.60 3.21 0.19 MS 1.78 3.93 0.45 LS 0.07 LS -0.12 3.21 0.04 LS 0.12 5.62 0.02 LS 0.00 Right Right Lap Sup -0.12 -0.56 -2.27 -0.91=1.88 -0.96 -1.97 -0.99 -1.99 -0.83 -1.81 -1.44 -2.50 -1.91 -3.24 -1.76 -3.02 -1.77 -3.05 -1.26 -3.14 -0.12 0.00 DEFLECTION(in) Calc Allow -0.13 0.31 1.20 0.14 1.33 0.20 1.33 0.18 1.33 0.21 1.33 0.11 1.33 0.33 1.67 0.34 1.67 0.38• 1.67 '0.36 1.67 0.40 1.33 -0.16 04/23/00 ROOMES Page 13 of 40 0 TANK FARM/PACKAGING BUILDING ROOF DESIGN LAP BOLT SHEAR: Span Id 2 3 4 5 6 7 8 9 10 11 12 LAP BOLT SHEAR RATIO SHEAR(k ) ( 0.5in A307 ) Left Right Left Right 0.20 0.10 0.20 0.25 0.10 0.13 0.25 0.26 0.13 0.13 0.26 0.27 0.13 0.14 0.27 0.24 0.14 0.12 0.24 0.25 0.12 0.13 0.42 0.50 0.16 0.19 0.36 0.40 0.15 0.17 0.40 0.41 0.17 0.17 0.41 0.30 0.17 0.12 0.25 0.13 04/23/00 ROOMES Page 14 of 40 D TANK FARM/PACKAGING BUILDING ROOF DESIGN ------------------------------------------------------------------------------ 1753#1BCR Bypass Purlin Design Report 4/21/ 0 1:49pm ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ ---------------------------- DESIGN RUN # 1 ; SURFACE # 2 ---------------------------- PURLIN LAYOUT: Bay Span Purlin Span Lap_Dist(ft) Lap ----- No. No. Unit Id Id Size (ft) Left Right Space Rows Brace Weight --- ---- 1 -------- 8x30Z16 ----- 2.00 ----- ----- ----- 4.25 ---- 7 ----- 0 ------ 6.4 1 2 8x30Z16 18.00 1.13 2.88 4.25 7 0 66.4 2 3 8x30Zl6 20.00 2.88 1.88 4.25 7 0 78.7 3 4 8x30Zl6 20.00 1.88 1.88 4.25 7 0 75.5 4 5 8x30Z16 20.00 1.88 1.88 4.25 7 0 75.5 5 6 8x30Z16 20.00 1.88 1.88 4.25 7 0 75.5 6 7 8x30Zl6 20.00 1.88 1.88 4.25 7 0 75.5 7 8 8x30Z12 25.00 1.88 1.88 4.25 7 0 155.3 8 9 8x30Z14 25.00 1.88 1.88 4.25 7 0 112.1 9 10 8x30Z14 25.00 1.88 1.88 4.25 7 0 112.1 10 11 8x30Zl4 25.00 1.88 2.88 4.25 7 0 116.0 11 12 8x30Z16 20.00 2.88 4.25 7 0 72.7 13 8x30Z16 2.00 4.25 7 0 6.4 Total (lb)= Total Weight 44.5 464.7 550.9 528.7 528.7 528.7 528.7 1086.8 784.9 784.9 812.2 509.2 44.5 7197.2 Purlin DL= 1.00 (psf ) LOAD COMBINATION # 1 : DL+CO+LL -------------------------------------------------- PURLIN ANALYSIS: Span Id 1 2 3 4 5 6 7 8 9 10 11 12 13 --------SHEAR'(k Left Left Right Right Sup ----- Lap ----- Lap ----- Sup ----- 0.00 Loc ----- 0.00 -0.30 1.06 ----- 0.00 -1.21 -1.64 1.53 1.10 -1.19 -1.47 1.49 1.21 -1.23 -1.51 1.50 1.22 -1.22 -1.50 1.52 1.24 -1.20 -1.48 1.41 1.13 -1.31 -1.59 1.80 1.52 -1.67 -1.95 1.90 1.62 -1.57 -1.85 1.87 1.59 -1.60 -1.88 1.88 1.60 -1.44 -1.87 1.87 1.44 7.67 -1.13 0.30 12.46 0.30 0.00 ------- MOMENT(f-k.)----- --- Left Left Mid Span Sup Lap Mom Loc ----- 0.00 ----- ----- 0.00 ----- 0.00 0.30 -3.47 7.09 5.47 1.69 -2.33 10.20 4.88 2.34 -2.56 9.96 5.01 2.47 -2.45 9.97 5.09 2.50 -2.64 10.15 4.64 2.25 -2.01 9.41 6.40 3.29 -4.40 12.00 8.28 4.99 -3.74 12.66 7.69 4.45 -3.94 12.45 7:88 4.62 -3.95 12.56 7.67 2.92 -3.97 12.46 0.30 0.00 2.00 Right Lap 1.38 2.39 2.45 2.53 2.13 3.69 4.89 4.48 4.62 2.92 Right Sup 0.30 5.47 4.88 5.01 5.09 4.64 6.40 8.28 7.69 7.88 7.67 0.30 0.00 04/23/00 ROOFDES Page 15 of 40 TANK FARM/PACKAGING BUILDING ROOF DESIGN STRENGTH/DEFLECTION: Span Id 1 2 3 4 5 6 7 8 9 10 11 12 13 ------SHEAR(k )------ Loc Calc Allow UC RS -0.30 2.41 0.12 RL -1.21 2.41 0.50 RL -1.19 2.41 0.49 RL -1.23 2.41 0.51 RL -1.22 2.41 0.51 LL 1.24 2.41 0.52 RL -1.31 2.41 0.54 RL -1.67 11.52 0.14 LL 1.62 4.45 0.36 RL -1.60 4.45 0.36 LL 1.60 4.45 0.36 LL 1.44 2.41 0.60 LS 0.30 2.41 0.12 LAP BOLT SHEAR: Span Id 2 3 4 5 6 7 8 9 10 11 12 -----MOMENT(f-k )---- Loc Calc Allow UC RS 0.30 4.21 0.07 MS 3.47 4.21 0.82 LS 2.74 4.21 0.65 MS 2.56 4.21 0.61 RS 2.55 4.21 0.60 MS 2.64 4.21 0.63 RL 3.69 4.21 0.87 RL 4.89 8.22 0.59 LL 4.99 5.51 0.91 RL 4.62 5.51 0.84 LL 4.62 5.51 0.84 MS 3.97 4.21 0.94 LS 0.30 4.21 0.07 LAP BOLT SHEAR RATIO SHEAR(k ) ( 0.5in A307 ) Left Right Left Right -0.33 0.48 RS 0.32 0.48 0.65. 0.32 0.44 0.65 0.67 0.44 0.45 0.67 0.68 0.45 0.46 0.68 0.62 0.46 0.42 0.62 0.64 0.42 0.43 1.07 1.28 0.55 0.65 0.93 1.02 0.51 0.57 1.02 1.05 0.57 0.58 1.05 0.73 0.58 0.41 0.60 0.41 WEB CRIPPLING: End Left Right WEB CRIPPLING RATIO Bearing Width (in) 3 4 5 6 0.98 0.89 0.79 0.72 1.03 0.94 0.84 0.75 Mom+Shr DEFLECTION(in) Loc UC Calc Allow RS 0.02 0.22 RS 0.54 -0.54 0.64 LS 0.52 -0.33 0.71 RS 0.45 -0.40 0.71 RS 0.46 -0.37 0.71 LS 0.46 -0.43 0.71 RL 0.88 -0.23 0.71 RL 0.41 -0.69 0.88 LL 0.92 -0.71 0.88 RL 0.80 -0.79 0.88 LL 0.80 -0.79 0.88 LS 0.80 -0.71 0.71 LS 0.02 0.28 04/23/00 ROOMES Page 16 of 40 TANK FARM/PACKAGING BUILDING ROOF DESIGN LOAD COMBINATION # 2 : DL+WS -------------------------------------------------- PURLIN ANALYSIS: Span Id 1 2 3 4 5 6 7 8 9 10 11 12 13 SHEAR (k Left Left Right Right Sup Lap Lap Sup ----- ----- ----- ----- 0.00 0.15 -0.67 0.64 0.85 -0.76 -0.55 0.58 0.72 -0.73 -0.60 0.61 0.75 -0.74 -0.60 0.60 0.74 -0.75 -0.61 0.59 0.73 -0.70 -0.56 0.64 0.78 -0.89 -0.75 0.82 0.96 -0.94 -0.80 0.77 0.91 -0.92 -0.78 0.79 0.93 -0.92 -0.78 0.72 0.93 -0.96 -0.75 0.71 -0.15 0.00 STRENGTH/DEFLECTION: Span Id 1 2 3 4 5 6 7 8 9 10 11 12 13 -------MOMENT(f-k )------- Left Left Mid -Span Loc Sup ----- Lap ----- Mom ----- Loc ----- 0.00 Allow 0.00 0.00 -0.15 --- RS 2.07 6.82 -2.86 -0.97 1.09 10.33 -2.36 -1.12 1.28 9.92 -2.48 -1.23 1.21 9.98 -2.51 -1.23 1.30 10.15 -2.29 -1.11 0.99 9.41 -3.16 -1.62 2.17 12.00 -4.08 -2.46 1.84 12.65 -3.80 -2.20 1.96 12.48 -3.84 -2.25 1.88 12.44 -3.'95 -1.49 2.33 12.67 -0.15 MS 0.00 2.00 ------SHEAR(k )------ -----MOMENT(f-k )---- Mom+Shr Loc Calc Allow UC Loc Calc Allow UC Loc UC --- RS ------ 0.15 ----- 3.21 ---- 0.05 --- RS ------ 0.15 ----- 5.62 ---- 0.03 --- RS ---- 0.00 LS -0.67 3.21 0.21 MS 2.07 3.93 0.53 RS 0.08 RL 0.58 3.21 0.18 LS 1.43 5.62 0.25 LS 0.08 RL 0.61 3.21 0.19 MS 1.28 4.43 0.29 RS 0.06 RL 0.60 3.21 0.19 MS 1.21 4.54 0.27 RS 0.06 LL -0.61 3.21 0.19 MS 1.30 4.39 0.30 LS 0.06 RL 0.64 3.21 0.20 RL 1.82 5.62 0.32 RL 0.12 RL 0.82 15.36 0.05 MS 2.17 7.67 0.28 RL 0.06 LL -0.80 5.93 0.13 MS 1.84 5.14 0.36 LL 0.13 RL .0.79 5.93 0.13 MS 1.96 5.14 0.38 RL 0.11 LL -0.78 5.93 0.13 MS 1.88 5.14 0.37 LL 0.11 LL -0.75 3.21 0.23 MS 2.33 3.93 0.59 LS 0.12 LS -0.15 3.21 0.05 LS 0.15 5.62 0.03 LS 0.00 Right Right Lap Sup -0.15 -0.71 -2.86 -1.15 =2.36 -1.21"'-2.48 -1.25 -2.51 -1.05 -2.29 -1.82 -3.16 -2.41 -4.08 -2.22 -3.80 -2.23 -3.84 -1.59 -3.95 -0.15 0.00 DEFLECTION(in) Calc Allow -0.16 0.39 1.20 0.18 1.33 0.25 1.33 0.22 1.33 0.26 1.33 0.14 1.33 0.42 1.67 0.43 1.67 0.48. .1. 67 0.45 1.67 0.50 1.33 -0.20 04/23/00 ROOMES Page 17 of 40 n TANK FARM/PACKAGING BUILDING ROOF DESIGN LAP BOLT SHEAR: 04/23/00 ROOFDES Page 18 of 40 I LAP BOLT SHEAR RATIO Span SHEAR(k ) ( 0.5in A307 ) Id ---- Left ---- Right ----- Left ---- Right ----- 2 0.25 0.13 3 0.25 0.32 0.13 0.16 4 0.32 0.33 0.16 0.17 5 0.33 0.33 0.17 0.17 6 0.33 0.30 0.17 0.16 7 0.30 0.31 0.16 0.16 8 0.53 0.63 0.20 0.24 9 0.46 0.51 0.19 0.21 10 0.51 0.51 0.21 0.21 11 0.51 0.38 0.21 0.16 12 0.31 0.16 04/23/00 ROOFDES Page 18 of 40 I TANK FARM/PACKAGING BUILDING ROOF DESIGN ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ 1753#1BCR Bypass Purlin Design Report 4/21/ 0 1:49pm ---------------------------- DESIGN RUN # 2 ; SURFACE # 3 ---------------------------- PURLIN LAYOUT: Bay Span Purlin Span Lap_Dist(ft) Lap ----- No. No. Unit Id Id Size (ft) Left Right Space Rows Brace Weight --- ---- 1 -------- 8x30Zl6 ----- 2.00 ----- ----- ----- 4.25 ---- 7 ----- 0 ------ 6.4 1 2 8x30Z16 18.00 1.13 2.88 4.25 7 0 66.4 2 3 8x30Z16 20.00 2.88 1.88 4.25 7 0 78.7 3 4 8x30Z16 20.00 1.88 1.88 4.25 7 0 75.5 4 5 8x30Zl6 20.00 1.88 1.88 4.25 7 0 75.5 5 6 8x30Z16 20.00 1.88 1.88 4.25 7 0 75.5 6 7 8x30Zl6 20.00 1.88 1.88 4.25 7 0 75.5 7 8 8x30Z12 25.00 1.88 1.88 4.25 7 0 155 .3 8 9 8x30Z14 25.00 1.88 1.88 4.25 7 0 112.1 9 10 8x30Z14 25.00 1.88 1.88 4.25 7 0 112.1 10 11 8x30Z14 25.00 1.88 2.88 4.25 7 0 116.0 11 12 8x30Zl6 20.00 2.88 4.25 7 0 72.7 13 8x30Zl6 2.00 4.25 7 0 6.4 Total (lb)= Total Weight 44.5 464.7 550.9 528.7 528.7 528.7 528.7 1086.8 784.9 784.9 812.2 509.2 44.5 7197.2 Purlin DL= 1.00 (psf ) LOAD COMBINATION # 1 : DL+CO+LL -------------------------------------------------- PURLIN ANALYSIS: Span Id 1 2 3 4 5 6 7 8 9 10 11 12 13 -------=S'HEAR.(k Left Left Right Right Sup ----- Lap ----- Lap ----- Sup ----- 0.00 Loc ----- 0.00 -0.30 1.06 ----- 0.00 -1.21 -1.64 1.53 1.10 -1.19 -1.47 1.49 1.21 -1.23 -1.51 1.50 1.22 -1.22 -1.50 1.52 1.24 -1.20 -1.48 1.41 1.13 -1.31 -1.59 1.80 1.52 -1.67 -1.95 1.90 1.62 -1.57 -1.85 1.87 1.59 -1.60 -1.88 1.88 1.60 -1.44 -1.87 1.87 1.44 7.67 -1.13 0.30 12.46 0.30 0.00 -----=-MOMENT(f-k )------.= Left Left Mid -Span Sup Lap Mom Loc ----- 0.00 ----- ----- 0.00 ----- 0.00 0.30 -3.47 7.09 5.47 1.69 -2.33 10.20 4.88 2.34 -2.56 9.96 5.01 2.47 -2.45 9.97 5.09 2.50 -2.64 10.15 4.64 2.25 -2.01 9.41 6.40 3.29 -4.40 12.00 8.28 4.99 -3.74 12.66 7.69 4.45 -3.94 12.45 7.88 4.62 -3.95 12.56 7.67 2.92 -3.97 12.46 0.30 0.00 2.00 Right Lap 1.38 2.39 2.45 2.53 2.13 3.69 4.89 4.48 4.62 2.92 Right Sup 0.30 5.47 4.88 5.01 5.09 4.64 6.40 8.28 7.69 7.88 7.67 0.30 0.00 04/23/00 ROOMES Page 19 of 40 n TANK FARM/PACKAGING BUILDING ROOF DESIGN STRENGTH/DEFLECTION: Span------SHEAR(k )------ Id Loc Calc Allow UC 1 RS -0.30 2.41 0.12 2 RL -1.21 2.41 0.50 3 RL -1.19 2.41 0.49 4 RL -1.23 2.41 0.51 5 RL -1.22 2.41 0.51 6 LL 1.24 2.41 0.52 7 RL -1.31 2.41 0.54 8 RL -1.67 11.52 0.14 9 LL 1.62 4.45 0.36 10 RL -1.60 4.45 0.36 11 LL 1.60. 4.45 0.36 12 LL 1.44 2.41 0.60 13 LS 0.30 2.41 0.12 LAP BOLT SHEAR: -----MOMENT(f-k )---- Loc Calc Allow UC RS 0.30 4.21 0.07 MS 3.47 4.21 0.82 LS 2.74 4.21 0.65 MS 2.56 4.21 0.61 RS 2.55 4.21 0.60 MS 2.64 4.21 0.63 RL 3.69 4.21 0.87 RL 4.89 8.22 0.59 LL 4.99 5.51 0.91 RL 4.62 5.51 0.84 LL 4.62 5.51 0.84 MS 3.97 4.21 0.94 LS 0.30 4.21 0.07 WEB CRIPPLING: WEB CRIPPLING RATIO Bearing Width (in) End 3 4 5 6 Left 0.98 0.89 0.79 0.72 Right 1.03 0.94 0.84 0.75 Mom+Shr DEFLECTION(in) Loc UC Calc Allow RS LAP BOLT SHEAR RATIO Span SHEAR(k ) ( 0.5in A307 ) Id ---- Left ---- Right ----- Left ---- Right ----- 2 -0.40 0.48 RS 0.32 3 0.48 0.65 0.32 0.44 4 0.65 0.67 0.44 0.45 5 0.67 0.68 0.45 0.46 6 0.68 0.62 0.46 0.42 7 0.62 0.64 •0.42 0.43 8 1.07 1.28 0.55 0.65 9 0.93 1.02 0.51 0.57 10 1.02 1.05 0.57 0.58 11 1.05 0.73 0.58 0.41 12 0.60 0.41 WEB CRIPPLING: WEB CRIPPLING RATIO Bearing Width (in) End 3 4 5 6 Left 0.98 0.89 0.79 0.72 Right 1.03 0.94 0.84 0.75 Mom+Shr DEFLECTION(in) Loc UC Calc Allow RS 0.02 0.22 RS 0.54 -0.54 0.64 LS 0.52 -0.33 0.71 RS 0.45 -0.40 0.71 RS 0.46 -0.37 0.71 LS 0.46 -0.43 0.71 RL 0.88 -0.23 .0.71 RL 0.41 -0.69. 0.88 LL 0.92 -0.71.' 0.88 RL 0.80 -0.79 0.88 LL 0.80 -0.79 0.88 LS 0.80 -0.71 0.71 LS 0.02 0.28 04/23/00 ROOMES Page 20 of 40 I TANK FARM/PACKAGING BUILDING ROOF DESIGN LOAD COMBINATION # 2 : DL+WS -------------------------------------------------- PURLIN ANALYSIS: Span Id 1 2 3 4 5 6 7 8 9 10 11 12 13 --------SHEAR(k )-------- Left Left Right Right Sup Lap Lap Sup ----- ----- ----- ----- 0.00 0.15 -0.67 0.64 0.85 -0.76 -0.55 0.58 .0.72 -0.73 -0.60 0.61 0.75 -0.74 -0.60 0.60 0.74 =0.75 -0.61 0.59 0.73 -0.70 -0.56 0.64 0.78 -0.89 -0.75 0.82 0.96 -0.94 -0.80 0.77 0.91 -0.92 -0.78 0.79 0.93 -0.92 -0.78 0.72 0.93 -0.96 -0.75 0.71 -0.15 0.00 STRENGTH/DEFLECTION: Span Id 1 2 3 4 5 6 7 8 9 10 11 12 13 -------MOMENT(f-k )------- )------ Left Left Mid -Span Sup ----- Lap ----- Mom ----- Loc ----- 0.00 Calc 0.00 0.00 -0.15 UC 2.07 6.82 -2.86 -0.97 1.09 10.33 -2.36 -1.12 1.28 9.92 -2.48 -1.23 1.21 9.98 -2.51 -1.23 1.30 10.15 -2.29 -1.11 0.99 9.41 -3.16 -1.62 2.17 12.00 -4.08 -2.46 1.84 12.65 -3.80 -2.20 1.96 12.48 -3.84 -2.25 1.88 12.44 -3.95 -1.49 2.33 12.67 -0.15 0.19 0.00 2.00 ------SHEAR(k )------ -----MOMENT(f-k )---- Mom+Shr Loc Calc Allow UC Loc Calc Allow UC Loc UC --- RS ------ 0.15 ----- 3.21 ---- 0.05 --- RS ------ 0.15 ----- 5.62 ---- 0.03 --- RS ---- 0.00 LS -0.67 3.21 0.21 MS 2.07 3.93 0.53 RS 0.08 RL 0.58 3.21 0.18 LS 1.43 5.62 0.25 LS 0.08 RL 0.61 3.21 0.19 MS 1.28 4.43 0.29 RS 0.06 RL 0.60 3.21 0.19 MS 1.21 4.54 0.27 RS 0.06 LL -0.61 3.21 0.19 MS 1.30 4.39 0.30 LS 0.06 RL 0.64 3.21 0.20 RL 1.82 5.62 0.32 RL 0.12 RL 0.82 15.36 0.05 MS 2.17 7.67 0.28 RL 0.06 LL -0.80 5.93 0.13 MS 1.84 5.14 0.36 LL 0.13 RL 0.7.9 5..93 0.13. MS 1.96 5.14 0.38 RL 0.11 LL -0.78 5.93 0.13 MS 1.88 5.14 0.37 LL -0.11 LL -0.75 3.21 0.23 MS 2.33 3.93 0.59 LS 0.12 LS -0.15 3.21 0.05 LS 0.15 5.62 0.03 LS 0.00 Right Right Lap Sup -0.15 -0.71 -2.86 -1.15 =2.36 -1.21 -2.48 -1.25 -2.51 -1.05 -2.29 -1.82 -3.16 -2.41 -4.08 -2.22 -3.80 -2.23 -3.84 -1.59 -3.95 -0.15 0.00 DEFLECTION(in) Calc Allow -0.16 0.39 1.20 0.18 1.33 0.25 1.33 0.22 1.33 0.26 1.33 0.14 1.33 0.42 1.67 0.43 1.67 0.48 1.67 0.45 1.67 0.50 1.33 -0.20 04/23/00 ROOMES Page 21 of 40 TANK FARM/PACKAGING BUILDING ROOF DESIGN LAP BOLT SHEAR: 04/23/00 ROOMES Page 22 of 40 I LAP BOLT SHEAR RATIO Span SHEAR(k ) ( 0.5in A307 ) Id Left Right Left Right ---- 2 ---- ----- 0.25 ---- ----- 0.13 3 0.25 0.32 0.13 0.16 4 0.32 0.33 0.16 0.17 5 0.33 0.33 0.17 0.17 6 0.33 0.30 0.17 0.16 7 0.30 0.31 0.16 0.16 8 0.53 0.63 0.20 0.24 9 0.46 0.51 0.19 0.21 10 0.51 0.51 0.21 0.21 11 0.51 0.38 0.21 0.16 12 0.31 0.16 04/23/00 ROOMES Page 22 of 40 I TANK FARM/PACKAGING BUILDING ROOF DESIGN ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ 1753#1BCR Bypass Purlin Design Report 4/21/ 0 1:49pm ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ ---------------------------- DESIGN RUN # 2 ; SURFACE # 3 ---------------------------- PURLIN LAYOUT: Bay Span Purlin Span Lap_Dist(ft) Right No. No. Unit Id Id Size (ft) Left Right Space Rows Brace Weight --- ---- 1 -------- 8x30Z16 ----- 2.00 ----- ----- ----- 3.37 ---- 1 ----- 0 ------ 6.4 1 2 8x30Z16 18.00 -0..95 2.88 3.37 1 0 66.4 2 3 8x30Z16 20.00 2.88 1.88 3.37 1 0 78.7 3 4 8x30Z16 20.00 1.88 1.88 3.37 1 0 75.5 4 5 8x30Zl6 20.00 1.88 1.88 3.37 1 0 75.5 5 6 8x30Z16 20.00 1.88 1.88 3.37 1 0 75.5 6 7 8x30Z16 20.00 1.88 1.88 3.37 1 0 75.5 7 8 8x30Z12 25.00 1.88 1.88 3.37 1 0 155.3 8 9 8x30Z14 25:00 1.88 1.88 3.37 1 0 112.1 9 10 8x30Z14 25.00 1.88 1.88 3.37 1 0 112.1 10 11 8x30Z14 25.00 1.88 2.88 3.37 1 0 116.0 11 12 8x30Z16 20.00 2.88 3.37 1 0 72.7 13 8x30Z16 2.00 3.37 1 0 6.4 Total (lb)= Total Weight 6.4 66.4 78.7 75.5 75.5 75.5 75.5 155.3 112.1 112.1 116.0 72.7 6.4 1028.2 Purlin DL= 1.26 (psf ) LOAD COMBINATION # 1 : DL+CO+LL -------------------------------------------------- PURLIN ANALYSIS: Span Id 1 2 3 4 5 6 7 8 9 10 11 12 13 -----=---SHEAR(k.) -------- Left Left Left Right Right Sup ----- Lap ----- Lap ----- Sup ----- 0.00 0.00 0.00 -0.24 0.84 -2.75 -0.96 -1.30 1.21 0.87 -0.94 -1.17 1.19 0.96 -0.97 -1.20 1.19 0.96 -0.97 -1.19 1.21 0.99 -0..95 -1.17 1.12 0.90 -1.04 -1.26 1.43 1.21 -1.32 -1.55 1.51 1.28 -1.25 -1.47 1.48 1.26 -1.27 -1.49 1.49 1.27 -1.14 -1.48 1.48 1.14 12.46 -0.90 0.24 0.00 2.00 0.00 =------MOMENT(f-k )=------ Left Left Mid Span Sup ----- Lap ----- Mom ----- Loc ----- 0.00 0.00 0.00 0.24 -2.75 7.09 4.34 1.34 -1.85 10.20 3.87 1.86 -2.03 9.96 3.97 1.96 -1.95 9.97 4.04 1.98 -2.09 10.15 3.68 1.79 -1.59 9.41 5.08 2.61 -3.49 12.00 6.57 3.96 -2.97 12.66 6.10 3.53 -3.12 12:45 6.25 3.66 -3.13 12.56 6.09 2.31 -3.15 12.46 0.24 0.00 2.00 Right Lap 1.10 1.89 1.94 2.01 1.69 2.92 3.88 3.55 3.66 2.32 Right Sup 0.24 4.34 3.87 3.97 4.04 3.68 5.08 6.57 6.10 6.25 6.09 0.24 0.00 04/23/00 ROOMES Page 23 of 40 0 TANK FARM/PACKAGING BUILDING ROOF DESIGN STRENGTH/DEFLECTION: Span Id 1 2 3 4 5 6 7 8 9 10 11 12 13 ------SHEAR(k ) ------ Loc Calc Allow UC RS -0.24 2.41 0.10 RL -0.96 2.41 0.40 RL -0.94 2.41 0.39 RL -0.97 2.41 0.40 RL -0.97 2.41 0.40 LL 0.99 2.41 0.41 RL -1.04 2.41 0.43 RL -1.32 11.52 0.11 LL 1.28 4.45 0.29 RL -1.27 4.45 0.29 LL 1.27 4.45 0.29 LL 1.14 2.41 0.47 LS 0.24 2.41 0.10 LAP BOLT SHEAR: Span Id 2 3 4 5 6 7 8 9 10 11 12 -----MOMENT(f-k )---- Loc Calc Allow UC RS 0.24 4.21 0.06 MS 2.75 4.21 0.65 LS 2.17 4.21 0.51 MS 2.03 4.21 0.48 RS 2.02 4.21 0.48 MS 2.09 4.21 0.50 RL 2.92 4.21 0.69 RL 3.88 8.22 0.47 LL 3.96 5.51 0.72 RL 3.66 5.51 0.66 LL 3.66 5.51 0.66 MS 3.15 4.21 0.75 LS 0.24 4.21 0.06 LAP BOLT SHEAR RATIO SHEAR(k ) ( 0.5in A307 ) Left ---- Right ----- Left ---- Right ----- -0.26 0.38 RS 0.26 0.38 0.52 0.26 0.35 0.52 0.53 0.35 0.36 0.53 0.54 0.36 0.37 0.54 0.49 0.37 0.33 0.49 0.50 0.33 0.34 0.85 1.02 0.43 0.52 0.73 0.81 0.41 0.45 0.81 0.83 0.45 0.46 0.83 0.58 0.46 0.32 0.48 0.32 WEB CRIPPLING: End Left Right WEB CRIPPLING RATIO Bearing Width (in) 3 4 5 6 0.78 0.71 0.63 0.57 0.82 0.74 0.66 0.60 Mom+Shr DEFLECTION(in) Loc UC Calc Allow RS 0.01 0.18 RS 0.34 -0.43 0.64 LS 0.33 -0.26 0.71 RS 0.28 -0.32 0.71 RS 0.29 -0.29 0.71 LS 0.29 -0.34 0.71 RL 0.55 -0.18 0.71 RL 0.26 -0.55 0.88 LL 0.58 -0.56' 0.88 RL 0.50 -0. C2 0.88 LL 0.50 -0.63 0.88 LS 0.50 -0.56 0.71 LS 0.01 0.22 04/23/00 ROOMES Page 24 of 40 I TANK FARM/PACKAGING BUILDING ROOF DESIGN LOAD COMBINATION # 2 : DL+WS -------------------------------------------------- PURLIN ANALYSIS: Span Id 1 2 3 4 5 6 7 8 9 10 11 12 13 SHEAR (k Left Left Right Right Sup Lap Lap Sup 0.00 0.12 -0.53 0.51 0.68 -0.61 -0.44 0.46 0.57 -0.58 -0.47 0.48 0.59 -0.59 -0.48 0.48 0.59 -0.60 -0.49 0.47 0.58 -0.55 -0.44 0.51 0.62 -0.70 -0.59 0.65 0.76 -0.74 -0.63 0.61 0.72 -0.73 -0.62 0.62 0.73 -0.73 -0.62 0.57 0.74 -0.76 -0.60 0.56 -0.12 0.00 STRENGTH/DEFLECTION: Span Id 1 2 3 4 5 6 7 8 9 10 11 12 13 -------MOMENT(f-k )------- Left Left Mid -Span Sup Lap Mom Loc 0.00 0.00 0.00 -0.12 1.58 7.93 -2.27 -0.77 0.87 10.33 -1.88 -0.89 1.01 9.92 -1.97 -0.97 0.96 9.98 -1.99 -0.98 1.03 10.15 -1.81 -0.88 0.79 9.41 -2.50 -1.29 1.72 12.00 -3.24 -1.95 1.46 12.65 -3.02 -1.75 1.55 12.48 -3.05 -1.78 1.49 12.44 -3.14 -1.18 1.78 11.51 -0.12 0.00 2.00 ------SHEAR(k )------ -----MOMENT(f-k )---- Mom+Shr Loc Calc Allow UC Loc Calc Allow UC Loc UC --- RS ------ 0.12 ----- 3.21 ---- 0.04 --------- RS 0.12 ----- 5.62 ---- 0.02 --- RS ---- 0.00 LS -0.53 3.21 0.17 MS 1.58 3.93 0.40 RS 0.05 RL 0.46 3.21 0.14 LS 1.13 5.62 0.20 LS 0.05 RL 0.48 3.21 0.15 MS 1.01 4.43 0.23 RS 0.04 RL 0.48 3.21 0.15 MS 0.96 4.54 0.21 RS 0.04 LL -0.49 3.21 0.15 MS 1.03 4.39 0.24 LS 0.04 RL 0.51 3.21 0.16 RL 1.44 5.62 0.26 RL 0.08 RL 0.65 15.36 0.04 MS 1.72 7.67 0.22 RL 0.04 LL -0.63 5.93 0.11 MS 1.46 5.14 0.28 LL 0.08 RL 0.62 .5.93 0.11 MS 1.55 5.14 0.30 RL 0.07 LL -0.62 5.93 0.10 MS 1.49 5.14 0.29 LL 0.07 LL -0.60 3.21 0.19 MS 1.78 3.93 0.45 LS 0.07 LS -0.12 3.21 0.04 LS 0.12 5.62 0.02 LS 0.00 Right Right Lap Sup -0.12 -0.56 -2.27 -0.91 `-1.88 -0.96 -1.97 -0.99 -1.99 -0.83 -1.81 -1.44 -2.50 -1.91 -3.24 -1.76 -3.02 -1.77 -3.05 -1.26 -3.14 -0.12 0.00 DEFLECTION(in) Calc Allow -0.13 0.31 1.20 0.14 1.33 0.20 1.33 0.18 1.33 0.21 1.33 0.11 1.33. 0.33 1.67 0.34 1.67 0.38 1 67 0.36 1.67 0.40 1.33 -0.16 04/23/00 ROOMES Page 25 of 40 I TANK FARM/PACKAGING BUILDING ROOF DESIGN LAP BOLT SHEAR: Span Id 2 3 4 5 6 7 8 9 10 11 12 LAP BOLT SHEAR(k ) Left Right 0.20 0.20 0.25 0.25 0.26 0.26 0.27 0.27 0.24 0.24 0.25 0.42 0.50 0.36 0.40 0.40 0.41 0.41 0.30 0.25 SHEAR RATIO ( 0.5in A307 ) Left Right 0.10 0.10 0.13 0.13 0.13 0.13 0.14 0.14 0.12 0.12 0.13 0.16 0.19 0.15 0.17 0.17 0.17 0.17 0.12 0.13 04/23/00 ROOMES Page 26 of 40 0 TANK FARM/PACKAGING BUILDING ROOF DESIGN ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ 1753#1BCR Bypass Purlin Design Report 4/21/ 0 1:49pm ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ ---------------------------- DESIGN RUN # 2 ; SURFACE # 3 (Edge Strip Zone= 7.00) ---------------------------- PURLIN LAYOUT: Bay Span Purlin Span Lap_Dist(ft) Lap ----- No. No. Unit Id Id Size (ft) Left Right Space Rows Brace Weight --- ---- 1 -------- 8x30Z16 ----- 2.00 ----- ----- ----- 1.00 ---- 1 ----- 0 ------ 6.4 1 2 8x30Z16 18.00 0.27 2.88 1.00 1 0 66.4 2 3 8x30Z16 20.00 2.88 1.88 1.00 1 0 78.7 3 4 8x30Z16 20.00 1.88 1.88 1.00 1 0 75.5 4 5 8x30Z16 20.00 1.88 1.88 1.00 1 0 75.5 5 6 8x30Z16 20.00 1.88 1.88 1.00 1 0 75.5 6 7 8x30Z16 20.00 1.88 1.88 1.00 1 0 75.5 7 8 8x30Z12 25.00 1.88 1.88 1.00 1 0 155.3 8 9 8x30Z14 25.00 1.88 1.88 1.00 1 0 112.1 9 10 8x30Z14 25.00 1.88 1.88 1.00 1 0 112.1 10 11 8x30Z14 25.00 1.88 2.88 1.00 1 0 116.0 11 12 8x30Z16 20.00 2.88 1.00 1 0 72.7 13 8x30Z16 2.00 1.00 1 0 6.4 Total (lb)= Total Weight 6.4 66.4 78.7 75.5 75.5 75.5 75.5 155.3 112.1 112.1 116.0 72.7 6.4 1028.2 Purlin DL= 4.25 (psf ) LOAD COMBINATION # 1 : DL+CO+LL -------------------------------------------------- PURLIN ANALYSIS: Span Id 1 2 3 4 5 6 7 8 9 10 11 12 13 -=------SHEAR(k Left Left' Right Right Sup ----- Lap ----- Lap ----- Sup ----- 0.00 Loc ----- 0.00 -0.07 0.25 ----- 0.00 -0.28 -0.39 0.36 0.26 -0.28 -0.35 0.35 0.29 -0.29 -0.35 0.35 0.29 -0.29 -0.35 0.36 0.29 -0.28 -0.35 0.33 0.27 -0.31 -0.37 0.42 0.36 -0.3.9 -0.46 0.45 0.38 -0.37 =0.44 0.44 0.37 -0.38 -0.44 0.44 0.38 -0.34 -0.44 0.44 0.34 1.81 -0.27 0.07 12.46 0.07 0.00 ------- MOMENT(f.-k.)------- Left Left Mid -Span Sup Lap Mom Loc ----- 0.00 ----- ----- 0.00 ----- 0.00 0.07 -0.82 7.09 1.29 0.40 -0.55 10.20 1.15 0.55 -0.60 9.96 1.18 0.58 -0.58 9.97 1.20 0.59 -0.62 10.15 1.09 0.53 -0.47 9.41 1.51 0.77 -1.04 12.00 1.95 1.17 -0.88 12.66 1.81 1.05 -0.93 12.45 1.86 1.09 -0.93 12.56 1.81 0.69 -0.93 12.46 0.07 0.00 2.00 Right Lap 0.33 0.56 0.58 0.60 0.50 0.87 1.15 1.05 1.09 0.69 Right Sup 0.07 1.29 1.15 1.18 1.20 1.09 1.51 1.95 1.81 1.86 1.81 0.07 0.00 04/23/00 ROOMES Page 27 of 40 I TANK FARM/PACKAGING BUILDING ROOF DESIGN STRENGTH/DEFLECTION: Span Id 1 2 3 4 5 6 7 8 9 10 11 12 13 ------SHEAR(k )------ Loc Calc Allow UC --- ------ ----- ---- RS -0.07 2.41 0.03 RL -0.28 2.41 0.12 RL -0.28 2.41 0.12 RL -0.29 2.41 0.12 RL -0.29 2.41 0.12 LL 0.29 2.41 0.12 RL -0.31 2.41 0.13 RL -0.39 11.52 0.03 LL 0.38 4.45 0.09 RL -0.38 4.45 0.08 LL 0.38 4.45 0.08 LL 0.34 2.41 0.14 LS 0.07 2.41 0.03 LAP BOLT SHEAR: Span Id 2 3 4 5 6 7 8 9 10 11 12 -----MOMENT(f-k )---- SHEAR Loc Calc Allow UC --- RS ------ 0.07 ----- 4.21 ---- 0.02 MS 0.82 4.21 0.19 LS 0.64 4.21 0.15 MS 0.60 4.21 0.14 RS 0.60 4.21 0.14 MS 0.62 4.21 0.15 RL 0.87 4.21 0.21 RL 1.15 8.22 0.14 LL 1.17 5.51 0.21 RL 1.09 5.51 0.20 LL 1.09 5.51 0.20 MS 0.93 4.21 0.22 LS 0.07 4.21 0.02 LAP BOLT SHEAR RATIO SHEAR(k ) ( 0.5in A307 ) Left Right Left Right ---- ----- 0.11 ---- ----- 0.08 0.11 0.15 0.08 0.10 0.15 0.16 0.10 0.11 0.16 0.16 0.11 0.11 0.16 0.15 0.11 0.10 0.15 0.15 0.10 0.10 0.25 0.30 0.13 0.15 0.22 0.24 0.12 0.13 0.24 0.25 0.13 0.14 0.25 0.17 0.14 0.10 0.14 0.10 WEB CRIPPLING: End Left Right WEB CRIPPLING RATIO Bearing Width (in) 3 4 5 6 0.23 0.21 0.19 0.17 0.24 0.22 0.20 0.18 Mom+Shr DEFLECTION(in) Loc UC Calc Allow RS 0.00 0.05 RS 0.03 -0.13 0.64 LS 0.03 -0.08 0.71 RS 0.02 -0.09 0.71 RS 0.03 -0.09 0.71 LS 0.03 -0.10 0.71 RL 0.05 -0.05 0.71 RL 0.02 -0.16 0.88 LL 0.05 -0.17' 0.88 RL 0.04 -0.19 0.88 LL 0.04 -0.19 0.88 LS 0.04 -0.17 0.71 LS 0.00 0.07 04/23/00 ROOMES Page 28 of 40 a TANK FARM/PACKAGING BUILDING ROOF DESIGN LOAD COMBINATION # 2 : DL+WS -------------------------------------------------- PURLIN ANALYSIS: Span Id 1 2 3 4 5 6 7 8 9 10 11 12 13 --------SHEAR(k )-------- Left Left Right Right Sup Lap Lap Sup ----- ----- ----- ----- 0.00 0.05 -0.17 0.19 0.26 -0.24 -0.18 0.19 0.24 -0.24 -0.19 0.20 0.24 -0.24 -0.19 0.20 0.24 -0.24 -0.20 0.19 0.24 -0.23 -0.18 0.21 0.25 -0.29 -0.24 0.27 0.31 -0.30 -0.26 0.25 0.30 -0.30 -0.25 0.26 0.30 -0.30 -0.26 0.23 0.30 -0.30 -0.23 0.18 -0.05 0.00 STRENGTH/DEFLECTION: Span Id 1 2 3 4 5 6 7 8 9 10 11 12 13 -------MOMENT(f-k )------- Left Left Mid -Span Loc Sup Lap Mom Loc ----- 0.00 ----- ----- 0.00 ----- 0.00 -0.05 --- RS 0.55 7.09 -0.87 -0.27 0.37 10.20 -0.78 -0.37 0.41 9.96 -0.80 -0.39 0.39 9.97 -0.81 -0.40 0.42 10.15 -0.74 -0.36 0.32 9.41 -1.02 -0.53 0.70 12.00 -1.32 -0.80 0.60 12.66 -1.23 -0.71 0.63 12.45 -1.26 -0.74 0.63 12.56 -1.23. -0.47 0.63 12.46 -0.05 MS 0.00 2.00 ------SHEAR(k )------ -----MOMENT(f-k )---- Mom+Shr Loc Calc Allow UC Loc Calc Allow UC Loc UC --- RS ------ 0.05 ----- 3.21 ---- 0.01 --- RS ------ 0.05 ----- 5.62 ---- 0.01 --- RS ---- 0.00 RL 0.19 3.21 0.06 MS 0.55 3.93 0.14 RS 0.01 RL 0.19 3.21 0.06 MS 0.37 4.63 0.08 LS 0.01 RL 0.20 3.21 0.06 MS 0.41 4.46 0.09 RS 0.01 RL 0.20 3.21 0.06 MS 0.39 4.54 0.09 RS 0.01 LL -0.20 3.21 0.06 MS 0.42 4.39 0.10 LS 0.01 RL 0.21 3.21 0.07 RL 0.59 5.62 0.10 RL 0.01 RL 0.27 15.36 0.02 MS 0.70 7.67 0.09 RL 0.01 LL -0.26 5.93 0.04 MS 0.60 5.14 0.12 LL 0.01 RL' '0.2.6 5:93 0.04 MS .0.63 5.14 0:12 RL 0.01 LL -0.26 5.93 0.04 MS 0.63 5.14 0'.12 LL 0.01 LL -0.23 3.21 0.07 MS 0.63 3.93 0.16 LS 0.01 LS -0.05 3.21 0.01 LS 0.05 5.62 0.01 LS 0.00 Right Right Lap Sup -0.05 -0.22 -0.87 -0.38 �•`-0.78 -0.39 -0.80 -0.40 -0.81 -0.34 -0.74 -0.59 -1.02 -0.78 -1.32 -0.72 -1.23 -0.74 -1.26 -0.47 -1.23 -0.05 0.00 DEFLECTION(in) Calc Allow -0.04 0.10 1.20 0.06 1.33 0.08 1.33 0.07 1.33 0.08 1.33 0.04 1.33 0.13 1.67 0.14 1.67 0.15 1.67 0.15 1.67 0.13 1.33 -0.05 04/23/00 ROOMES Page 29 of 40 TANK FARM/PACKAGING BUILDING ROOF DESIGN LAP BOLT SHEAR: 04/23/00 ROOMES Page 30 of 40 0 LAP BOLT SHEAR RATIO Span SHEAR(k ) ( 0.5in A307 ) Id Left Right Left Right ---- 2 ---- ----- 0.08 ---- ----- 0.04 3 0.08 0.10 0.04 0.05 4 0.10 0.11 0.05 0.05 5 0.11 0.11 0.05 0.06 6 0.11 0.10 0.06 0.05 7 0.10 0.10 0.05 0.05 8 0.17 0.21 0.07 0.08 9 0.15 0.16 0.06 0.07 10 0.16 0.17 0.07 0.07 11' 0.17 0.12 0.07' 0.05 12 0.10 0.05 04/23/00 ROOMES Page 30 of 40 0 TANK FARM/PACKAGING BUILDING ROOF DESIGN ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ 1753#1BCR Roof Panel Report 4/21/ 0 1:49pm ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ PANEL DATA: Panel: Type = HR Gage = 26.00 ; Yield = 80.0 MOMENTS & DEFLECTIONS: Moment (ft-lb/ft)--- Surf Purlin Load Support Midspan -- Deflect:('in) -- Id Space Id Calc Allow Ratio Calc Allow Ratio Calc Allow Ratio ---- 2 ------ 4.250 ----- D+L ----- 43.2 ----- 152.9 ----- 0.28 ----- -31.1 ----- 123.1 ----- 0.25 ----- -0.06 ----- 0.567 ----- 0.11 D+WP 4.8 203.8 0.02 -3.5 164.1 0.02 0.00 0.567 0.00 D+WS -45.0 164.1 0.27 32.4 203.8 0.16 0.08 0.567 0.14 3 4.250 D+L 43.2 152.9 0.28 -31.1 123.1 0.25 -0.06 0.567 0.11 D+WP 4.8 203.8 0.02 -3.5 164.1 0.02 0.00 0.567 0.00 D+WS -45.0 164.1 0.27 32.4 203.8 0.16 0.08 0.567 0.14 04/23/00 ROOMES Page 31 of 40 TANK FARM/PACKAGING BUILDING ROOF DESIGN ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ 1753#1BCR Roof Diagonal Bracing Report 4/21/ 0 1:49pm ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ Panel Shear (Allow) = 0.0 Panel Shear (Calc ) =187.0 Bay Brace _Loc. ------ Diag_Brace----- Diag_Force(k ) Brace_Tension(k ) Id --- Start ------- End ------- Type ---- Size ------ Part -------- Wind ----- Seismic ------- Calc ------ Allow ------ 2 0.00 14.92 R 0.875 ROD875 7.66 13.54 13.54 15.20 14.92 28.17 R 0.625 ROD625 3.64 6.36 6.36 7.87 28.17 35.00 R 0.500 ROD500 0.00 0.00 0.00 4.93 35.00 41.83 R 0.500 ROD500 0.00 0.00 0.00 4.93 41.83 55.08 R 0.625 ROD625 3.64 6.36 6.36 i 7.87 55.08 70.00 R 0.875 ROD875 7.66 13.54 13.54 15.20 4 0.00 14.92 R 0.875 ROD875 7.66 13.54 13.54 15.20 14.92 28.17 R 0.625 ROD625 3.64 6.36 6.36 7.87 28.17 35.00 R 0.500 ROD500 0.00 0.00 0.00 4.93 35.00 41.83 R 0.500 ROD500 0.00 0.00 0.00 4.93 41.83 55.08 R 0.625 ROD625 3.64 6.36 6.36 7.87 55.08 70.00 R 0.875 ROD875 7.66 13.54 13.54 15.20 7 0.00 14.92 R 0.875 ROD875 7.15 12.64 12.64 15.20 14.92 28.17 R 0.625 ROD625 3.43 6.00 6.00 7.87 23.17 35.00 R 0.500 ROD500 0.00 0.00 0.00 4.93 35.00 41.83 R 0.500 ROD500 0.00 0.00 0.00 4.93 41.83 55.08 R 0.625 ROD625 3.43 6.00 6.00 7.87 55.08 70.00 R 0.875 ROD875 7.15 12.64 12.64 15.20 04/23/00 ROOMES Page 32 of 40 TANK FARM/PACKAGING BUILDING ROOF DESIGN ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ 1753#1BCR Sidewall Diagonal Bracing Report 4/21/ 0 1:49pm ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ Panel Shear (Allow) = 75.0 Panel Shear (Calc ) =750.0 (Wall 2) Panel Shear (Calc ) =750.0 (Wall 4) Wall Bay Level ------ Diag_Brace----- Diag_Force(k ) Brace_Tension(k ) Id Id Height Type Size Part Wind Seismic Calc Allow ---- 2 --- 2 ------ 19.00 ---- ------ R 1.125 -------- ROD113 ------ 10.48 ------- 20.14 ------ 20.14 ------ ;25.33 50.00 R 1.250 ROD125 13.83 26.56 26.56 31.20 2 4 19.00 R 1.125 ROD113 10.48 20.14 20.14 25.33 50.00 R 1.250 ROD125 13.83 26.56 26.56 31.20 2 7 19.00 R 1.000 ROD100 9.59 18.42 18.42 20.00 50.00 R 1.125 ROD113 12.00 23.05 23.05 25.33 4 7 19.00 R 1.125 ROD113 10.48 20.14 20.14 25.33 50.00 R 1.250 ROD125 13.83 26.56 26.56 31.20 4 8 19.00 R 1.125 ROD113 10.48 20.14 20.14 25.33 50.00 R 1.250 ROD125 13.83 26.56 26.56 31.20 4 10 19.00 R 1.125 ROD113 10.48 20.14 20.14 25.33 50.00 R 1.250 ROD125 13.83 26.56 26.56 31.20 Wail Bay Col Wind Seismic Id Id Id Horz -Max Vert(+/-) Horz -Max Vert(+/-) ---- 2 --- 2 --- 2 ----- -7.74 --------- 18.52 ----- -14.88 --------- 35.58 2 2 3 7.74 18.52 14.88 35.58 2 4 4 -7.74 18.52 -14.88 35.58 2 4 5 7.74 18.52 14.88 35.58 2 7 7 -7.74 14.82 -14.88 28.46 2 7 8 7.74 14.82 14.88 28.46 4 7 7 -7.74 18.52 -14.88 35.58 4 7 8 7.74 18.52 14.88 35.58 4 8 8 -7.74 18.52 -14.88 35.58. 4 8 9 7.74 '18.52 14.88 35.58 4 10 10 -7.74 18.52 -14.88 35.58 4 10 11 7.74 18.52 14.88 35.58 04/23/00 ROOMES Page 33 of 40 a TANK FARM/PACKAGING BUILDING ROOF DESIGN ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ 1753#1BCR Braced Purlin Report 4/21/ 0 1:49pm ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ Surf Span Brace Purlin Load ----Axial(k )---- --Moment(f-k )-- Axl+Mom Id Id Loc. Size Id Calc Allow UC Calc Allow UC UC ---- ---- ------------- 2 2 14.9 8x30Z16 ---- 1 ----- 5.73 ----- 13.43 ---- 0.43 ----- 1.12 ----- 3.93 ---- 0.28 ------- 0.73 2 5.73 13.43 0.43 0.15 5.55 0.03 0.45 3 2.87 13.43 0.21 2.78 5.62 0.50 0.50 4 1.37 13.43 0.10 1.52 5.62 0.27 0.26 2 2 28.2 8x30Z16 1 5.60 13.43 0.42 1.12 3.93 0.28 �` 0.72' 2 5.60 13.43 0.42 0.15 5.55 0.03 0.44 3 2.80 13.43 0.21 2.78 5.62 0.50 0.49 4 1.31 13.43 0.10 1.52 5.62 0.27 0.25 2 3 14.9 8x30Z16 1 8.76 13.00 0.67 0.75 4.63 0.16 0.90 2 8.76 13.00 0.67 0.11 5.62 0.02 0..70 3 4.38 13.00 0.34 2.20 5.62 0.39 0.69 4 9.47 13.00 0.73 1.20 5.62 0.21 1.00 2 3 28.2 8x30Z16 1 5.60 13.00 0.43 0.75 4.63 0.16 0.61 2 5.60 13.00 0.43 0.11 5.62 0.02 0.45 3 2.80 13.00 0.22 2.20 5.62 0.39 0.55 4 3.99 13.00 0.31 1.20 5.62 0.21 0.50 2 3 35.0 8x30Z16 1 0.00 13.00 0.00 0.55 4.63 0.12 0.10 2 0.00 13.00 0.00 0.08 5.62 0.01 0.01 3 0.00 13.00 0.00 1.62 5.62 0.29 0.24 4 0.00 13.00 0.00 0.88 5.62 0.16 0.13 2 4 14.9 8x30Z16 1 3.82 13.00 0.29 0.83 4.46 0.19 0.48 2 3.82 13:00 0.29 0.11 5.40 0.02 0.31 3 1.91 13.00 0.15 2.05 5.62 0.37 0.47 4 2.79 13.00 0.21 1.12 5.62 0.20 0.40 2 4 28.2 8x30Z16 1 3.73 13.00 0.29 0.83 4.46 0.19 0.48 2 3.73 13.00 0.29 0.11 5.40 0.02 0.31 3 1.87 13.00 0.14 2.05 5.62 0.37 0.47 4 2.67 13.00 0.21 1.12 5.62 0.20 0.39 * 2 5 14.9 8x30Z16 1 6.85 13.00 0.53 0.79 4.54 0.17 0.74 2 6.85 13.00 0.53 0.10 5.40 0.02 0.55 3 3.43 13.00 0.26 2.04 5.62 0.36 0.62 4 12.26 13.00 0.94 1.11 5:62 0.20 1.30 - Increase Purlin Gage. ---- 2 5 14.9 8x30Z14 1 6.85 17.77 0.39 0.79 5.51 0.14 0.55 2 6.85 17.77 0.39 0.12 7.34 0.02 0.40 3 3.43 17.77 0.19 2.24 7.34 0.31 0.46 4 12.26 17.77 0.69 1.22 7.34 0.17 0.92 ------------------------------------------------------------------------------ 2 5 28.2 8x30Z16 1 3.73 13.00 0.29 0.79 4.54 0.17 0.46 2 3.73 13.00 0.29 0.10 5.40 0.02 0.31 3 1.87 13.00 0.14 2.04 5.62 0.36 0.48 4 6.66 13.00 0.51 1.11 5.62 0.20 0.75 2 5 35.0 8x30Z16 1 0.00 13.00 0.00 0.58 4.54 0.13 0.11 2 0.00 13.00 0.00 0.08 5.40 0.01 0.01 3 0.00 13.00 0.00 1.50 5.62 0.27 0.23 4 0.00 13.00 0.00 0.82 5.62 0.15 0.12 2 6 14.9 8x30Z16 1 3.82 13.00 0.29 0.85 4.39 0.19 0.49 04/23/00 ROOMES Page 34 of 40 a TANK FARM/PACKAGING BUILDING ROOF DESIGN 2 6 28.2 8x30Z16 2 7 14.9 8x30Z16 2 7 28.2 8x30Z16 2 8 14.9 8x30Z12 2 8 28.2 8x30Z12 2 8 35.0 8x30Z12 2 9 14.9 8x30Z14 2 9 28.2 8x30Z14 2 10 14.9 8x30Z14 2 10 28.2 8x30Z14 2 11 14.9 8x30Z14 2 11 28.2 8x30Z14 2 12 14.9 8x30Z16 2 12 28.2 8x30Z16 2 3.82 13.00 0.29 0.11 5.42 0.02 0.31 3 1.91 13.00 0.15 2.12 5.62 0.38 0.48 4 5.59 13.00 0.43 1.16 5.62 0.21 0.65 1 3.73 13.00 0.29 0.85 4.39 0.19 0.48 2 3.73 13.00 0.29 0.11 5.42 0.02 0.31 3 1.87 13.00 0.14 2.12 5.62 0.38 0.47 4 5.34 13.00 0.41 1.16 5.62 0.21 0.63 1 3.82 13.00 0.29 1.19 5.62 0.21 0.43 2 3.82 13.00 0.29 0.15 5.62 0.03 0.31 3 1.91 13.00 0.15. 2.96 5.62 0.53 0.64 4 4.21 13.00 0.32 1.61 5.62 0.29 0.62 1 3.73 13.00 0.29 1.19 5.62 0.21 0.42 2 3.73 13.00 0.29 0.15 5.62 0.03 0.30 3 1.87 13.00 0.14 2.96 5.62 0.53 0.63 4 4.03 13.00 0.31 1.61 5.62 0.29 0.61 1 8.76 27.37 0.32 1.42 7.67 0.19 0.56 2 8.76 27.37 0.32 0.18 9.55 0.02 0.35 3 4.38 27.37 0.16 3.93 10.96 0.36 0.53 4 13.68 27.37 0.50 2.14 10.96 0.20 0.87 1 5.60 27.37 0.20 1.42 7.67 0.19 0.41 2 5.60 27.37 0.20 0.18 9.55 0.02 0.23 3 2.80 27.37 0.10 3.93 10.96 0.36 0.45 4 8.02 27.37 0.29 2.14 10.96 0.20 0.54 1 0.00 27.37 0.00 1.05 7.67 0.14 0.12 2 0.00 27.37 0.00 0.14 9.55 0.01 0.01 3 0.00 27.37 0.00 2.89 10.96 0.26 0.22 4 0.00 27.37 0.00 1.57 10.96 0.14 0.12 1 5.73 15.51 0.37 1.21 5.14 0.24 0.66 2 5.73 15.51 0.37 0.21 7.34 0.03 0.40 3 2.87 15.51 0.18 4.00 7.34 0.55 0.74 4 6.67 15.51 0.43 2.18 7.34 0.30 0.83. 1 5.60 15.51 0.36 1.21 5.14 0.24 0.65 2 5.60 15.51 0.36 0.21 7.34 0.03 0.39 3 2.80 15.51 0.18 4.00 7.34 0.55 0.73 4 6.37 15.51 0.41 2.18 7.34 0.30 0.80 1 5.73 15.51 0.37 1.27 5.14 0.25 0.68 2 5.73 15.51 0.37 0.16 6.08 0.03 0.40 3 2.87 15.51 0.18 3.71 7.34 0.50 0.69 4 4.95 15.51 0.32 2.02 7.34 0.28 0.64 1 5.60 15.51 0.36 1.27 5.14 0.25 0.67 2 5.60. 15.51 0.36' 0: 1'6 6.08 0.03.'.- . 0.39 3 2.80 15.51 0.18* 3.71 7.34 0.50 0.69 4 4.73 15.51 0.31 2.02 7.34 0.28 0.62 1 5.73 15.51 0.37 1.27 5.14 0.25 0.68 2 5.73 15.51 0.37 0.1.9 7.34 0.03 0.40 3 2.87 15.51 0.18 3.71 7.34 0.50 0.69 4 3.23 15.51 0.21 2.02 7.34 0.27 0.49 1 5.60 15.51 0.36 1.27 5.14 0.25 0.67 2 5.60 15.51 0.36 0.19 7.34 0.03 0.39 3 2.80 15.51 0.18 3.71 7.34 0.50 0.69 4 3.09 15.51 0.20 2.02 7.34 0.27 0.48 1 5.73 13.00 0.44 1.28 3.93 0.33 0.81 2 5.73 13.00 0.44 0.17 5.48 0.03 0.48 3 2.87 13.00 0.22 3.19 5.62 0.57 0.63 4 1.51 13.00 0.12 1.74 5.62 0.31 0.32 1 5.60 13.00 0.43 1.28 3.93 0.33 0.80 2 5.60 13.00 0.43 0.17 5.48 0.03 0.46 04/23/00 ROOMES Page 35 of 40 TANK FARM/PACKAGING BUILDING ROOF DESIGN 0 3 2.80 13.00 0.22 3.19 5.62 0.57 0.62 4 1.45 13.00 0.11 1.74 5.62 0.31 0.32 Surf Span Brace Purlin Load ----Axial(k )---- --Moment(f-k )-- Axl+Mom Id Id Loc. Size Id Calc Allow UC Calc Allow UC UC ---- ---- ------------- 3 2 41.8 8x30Zl6 ---- 1 ----- 5.60 ----- 13.43 ---- 0.42 ----- 1.12 ----- 3.93 ---- 0.28 ------- 0.72 2 5.60 13.43 0.42 0.15 5.55 0.03 0.44 3 2.80 13.43 0.21 2.78 5.62 0.50 0.49 4 1.31 13.43 0.10 1.52 5.62 0.27 0.25 3 2 55.1 8x30Z16 1 5.73 13.43 0.43 1.12 3.93 0.28 0.73 2 5.73 13.43 0.43 0.15 5.55 0.03 0.45 3 2.87 13.43 0.21 2.78 5.62 0.50 0.50 4 1.37 13.43 0.10 1.52 5.62 0.27 0.26 3 3 35.0 8x30Z16 1 0.00 13.00 0.00 0.55 4.63 0.12' 0.10 2 0.00 13.00 0.00 0.08 5.62 0.01 0.01 3 0.00 13.00 0.00 1.62 5.62 0.29 0.24 4 0.00 13.00 0.00 0.88 5.62 0.16 0.13 3 3 41.8 8x3OZ16 1 5.60 13.00 0.43 0.75 4.63 0.16 0.61 2 5.60 13.00 0.43 0.11 5.62 0.02 0.45 3 2.80 13.00 0.22 2.20 5.62 0.39 0.55 4 3.99 13.00 0.31 1.20 5.62 0.21 0.50 3 3 55.1 8x30Z16 1 8.76 13.00 0.67 0.75 4.63 0.16 0.90 2 8.76 13.00 0.67 0.11 5.62 0.02 0.70 3 4.38 13.00 0.34 2.20 5.62 0.39 0.69 4 9.47 13.00 0.73 1.20 5.62 0.21 1.00 3 4 41.8 8x30Z16 1 3.73 13.00 0.29 0.83 4.46 0.19 0.48 2 3.73 13.00 0.29 0.11 5.40 0.02 0.31 3 1.87 13.00 0.14 2.05 5.62 0.37 0.47 4' 2.67 13.00 0.21 1.12 5.62 0.20 0.39 3 4 55.1 8x30Z16 1 3.82 13.00 0.29 0.83 4.46 0.19 0.48 2 3.82 13.00 0.29 0.11 5.40 0.02 0.31 3 1.91 13.00 0.15 2.05 5.62 0.37 0.47 4 2.79 13.00 0.21 1.12 5.62 0.20 0.40 3 5 35.0 8x30Z16 1 0.00 13.00 0.00 0.58 4.54 0.13 0.11 2 0.00 13.00 0.00 0.08 5.40 0.01 0.01 3 0.00 13.00 0.00 1.50 5.62 0.27 0.23 4 0.00 13.00 0.00 0.82 5.62 0.15 0.12 3 5 41.8 8x30Z16 1 3.73 13.00 0.29 0.79 4.54 0.17 0.46 2 3.73 13.00 0.29 0.10 5.40 0.02 0.31 3 1.87 13:00.0.14 2.04 5.62 0.36 0.48 4 6.66 13.00 0.51 1.11 5.62 0.20 0.75 * 3 5 55.1 8x30Z16 1 6.85 13.00 0.53 0.79 4.54 0.17 0.74 2 6.85 13.00 0.53 0.10 5.40 0.02 0.55 3 3.43 13.00 0.26 2.04 5.62 0.36 0.62 4 12.26 13.00 0.94 1.11 5.62 0.20 1.30 - Increase Purlin Gage ---- 3 5 55.1 8x30Z14 1 6.85 17.77 0.39 0.79 5.51 0.14 0.55 2 6.85 17.77 0.39 0.12 7.34 0.02 0.40 3 3.43 17.77 0.19 2.24 7.34 0.31 0.46 4 12.26 17.77 0.69 1.22 7.34 0.17 0.92 ------------------------------------------------------------------------------ 3 6 41.8 8x30Z16 1 3.73 13.00 0.29 0.85 4.39 0.19 0.48 2 3.73 13.00 0.29 0.11 5.42 0.02 0.31 3 1.87 13.00 0.14 2.12 5.62 0.38 0.47 4 5.34 13.00 0.41 1.16 5.62 0.21 0.63 04/23/00 ROOMES Page 36 of 40 0 TANK FARM/PACKAGING BUILDING ROOF DESIGN 3 6 55.1 8x30Z16 1 3.82 13.00 0.29 0.85 4.39 0.19 0.49 2 3.82 13.00 0.29 0.11 5.42 0.02 0.31 3 1.91 13.00 0.15 2.12 5.62 0.38 0.48 4 5.59 13.00 0.43 1.16 5.62 0.21 0.65 3 7 41.8 8x30Z16 1 3.73 13.00 0.29 1.19 5.62 0.21 0.42 2 3.73 13.00 0.29 0.15 5.62 0.03 0.30 3 1.87 13.00 0.14 2.96 5.62 0.53 0.63 4 4.03 13.00 0.31 1.61 5.62 0.29 0.61 3 7 55.1 8x30Z16 l 3.82 13.00 0.29 1.19 5.62 0.21 0.43 2 3.82 13.00 0.29 0.15 5.62 0.03 0.31 3 1.91 13.00 0.15 2.96 5.62 0.53 0.64 4 4.21 13.00 0.32 1.61 5.62 0.29 0.62 3 8 35.0 8x30Z12 1 0.00 27.37 0.00 1.05 7.67 0.14 0.12 2 0.00 27.37 0.00 0.14 9.55 0.01 ` 0.01 3 0.00 27.37 0.00 2.89 10.96 0.26"' 0.22 4 0.00 27.37 0.00 1.57 10.96 0.14 0.12 3 8 41.8 8x30Z12 1 5.60 27.37 0.20 1.42 7.67 0.19 0.41 2 5.60 27.37 0.20 0.18 9.55 0.02 0.23 3 2.80 27.37 0.10 3.93 10.96 0.36 0.45 4 8.02 27.37 0.29 2.14 10.96 0.20 0.54 3 8 55.1 8x30Zl2 1 8.76 27.37 0.32 1.42 7.67 0.19 0.56 2 8.76 27.37 0.32 0.18 9.55 0.02 0.35 3 4.38 27.37 0.16 3.93 10.96 0.36 0.53 4 13.68 27.37 0.50 2.14 10.96 0.20 0.87 3 9 41.8 8x30Z14 1 5.60 15.51 0.36 1.21 5.14 0.24 0.65 2 5'.60 15.51 0.36 0.21 7.34 0.03 0.39 3 2.80 15.51 0.18 4.00 7.34 0.55 0.73 4 6.37 15.51 0.41 2.18 7.34 0.30 0.80 3 9 55.1 8x30Z14 1 5.73 15.51 0.37 1.21 5.14 0.24 0.66 2 5.73 15.51 0.37 0.21 7.34 0.03 0.40 3 2.87 15.51 0.18 4.00 7.34 0.55 0.74 4 6.67 15.51 0.43 2.18 7.34 0.30 0.83 3 10 41.8 8x30Z14 1 5.60 15.51 0.36 1.27 5.14 0.25 0.67 2 5.60 15.51 0.36 0.16 6.08 0.03 0.39 3 2.80 15.51 0.18 3.71 7.34 0.50 0.69 4 4.73 15.51 0.31 2.02 7.34 0.28 0.62 3 10 55.1 8x30Z14 1 5.73 15.51 0.37 1.27 5.14 0.25 0.68 2 5.73 15.51 0.37 0.16 6.08 0.03 0.40 3 2.87 15.51 0.18 3.71 7.34 0.50 0.69 4 4.95 15.51 0.32 2.02 7.34 0.28 0.64 3 11 41.8 8x30Z14 1 5.60 15.51 0.36 1.27 5.14 0.25 0.67' 2 5.60 15:51 0.36 0.19 7.34 0.03 0.39 3 2.80 15.51 0.18 3.71 7.34 0.50 0.69 4 3.09 15.51 0.20 2.02 7.34 0.27 0.48 3 11 55.1 8x30Z14 1 5.73 15.51 0.37 1.27 5.14 0.25 0.68 2 5.73 15.51 0.37 0.19 7.34 0.03 0.40 3 2.87 15.51 0.18 3.71 7.34 0.50 0.69 4 3.23 15.51 0.21 2.02 7.34 0.27 0.49 3 12 41.8 8x30Z16 1 5.60 13.00 0.43 1.28 3.93 0.33 0.80 2 5.60 13.00 0.43 0.17 5.48 0.03 0.46 3 2.80 13.00 0.22 3.19 5.62 0.57 0.62 4 1.45 13.00 0.11 1.74 5.62 0.31 0.32 3 12 55.1 8x30Z16 1 5.73 13.00 0.44 1.28 3.93 0.33 0.81 2 5.73 13.00 0.44 0.17 5.48 0.03 0.48 3 2.87 13.00 0.22 3.19 5.62 0.57 0.63 4 1.51 13.00 0.12 1.74 5.62 0.31 0.32 04/23/00 ROOMES Page 37 of 40 TANK FARM/PACKAGING BUILDING ROOF DESIGN ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ 1753#1BCR Eave Strut Report 4/21/ 0 1:49pm ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ Wall Bay Eave Id Id Size 2 1 8x30Zl6 2 2 8x30Z16 2 3 8x30Zl6 2 4 8x30Z14 2 5 8x30Z16 2 6 8x30Z16 2 7 8x30Z14 2 8 8x30Z16 2 9 8x30Zl6 2 10 8x30Z16 2 11 8x30Z16 Axial Calc Wind Seis 4.84 1.00 10.97 13.88 3.23 2.03 9.36 15.91 3.23 4.07 3.23 3.07 10.97 16.94 4.84 4.85 4.84 3.60 4.84 2.35 4.84 1.10 Axial Axial Allow Ratio 15.17 0.32 15.17 0.91 15.17 0.21 20.82 0.76 15.17 0.27 15.17 0.21 20.82 0.81 15.17 0.32 15.17 0.32 15.17 0.32 15.17 0.32 4 11 8x30Z16 4.84 1.00 15.17 0.32 4 10 8x30Z16 10.97 13.88 15.17 0.91 4 9 8x30Z16 3.23 2.03 15.17 0.21 4 8 8x30Z14 9.36 15.91 20.82 0.76 4 7 8x30Z14 10.97 18.94 20.82 0.91 4 6 8x30Z14 10.97 17.94 20.82 0.86 4 5 8x30Z14 10.97 16.94 20.82 0.81 4 4 8x30Z16 4.84 4.85 15.17 0.32 4 3 8x30Z16 4.84 3.60 15.17 0.32 4 2 8x30Z16 4.84 2.35 15.17 0.32 4 1 8x30Z16 4.84 1.10 15.17 0.32 04/23/00 ROOMES Page 38 of 40 TANK FARM/PACKAGING BUILDING ROOF DESIGN -----------------=------------------------------------------------------------ ------------------------------------------------------------------------------ 1753#1BCR Strut Bolt Report 4/21/ 0 1:49pm ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ EAVE STRUTS: Wall Frm_Line ---- Bolt ----- ---Bolt_Capacity--- -Selected Id ---- Id -- Type ---- No -- Type ----- -Selected Diam ----- Wshr ---- Type ---- Calc ----- Allow ----- Ratio ----- 2 1 RF 2 A325 0.500 2 ** 4.84 5.30 0.91 * 2 2 RF 4 A325 0.500 2 ** 13.88 10.61 1.31 * 2 3 RF 4 A325 0.500 2 ** 13.88 10.61 r.31 * 2 4 RF 4 A325 0.500 2 ** 15.91 13.00 1.22 * 2 5 RF 4 A325 0.500 2 ** 15.91 13.00 1.22 2 6 RF 2 A325 0.500 2 ** 4.07 5.30 0.77 * 2 7 RF 4 A325 0.500 2 ** 16.94 13.00 1.30 * 2 8 RF 4 A325 0.500 2 ** 16.94 13.00 1.30 2 9 RF 2 A325 0.500 2 ** 4.85 5.30 0.91 2 10 RF 2 A325 0.500 2 ** 4.84 5.30 0.91 2 11 RF 2 A325 0.500 2 ** 4.84 5.30 0.91 2 12 RF 2 A325 0.500 2 ** 4.84 5.30 0.91 4 1 RF 2 A325 0.500 2 ** 4.84 5.30 0.91 * 4 2 RF 4 A325 0.500 2 ** 13.88 10.61 1.31 * 4 3 RF 4 A325 0.500 2 ** 13.88 10.61 1.31 * 4 4 RF 4 A325 0.500 2 ** 15.91 13.00 1.22 * 4 5 RF 4 A325 0.500 2 ** 18.94 13.00 1.46 * 4 6 RF 4 A325 0.500 2 ** 18.94 13.00 1.46 * 4 7 RF 4 A325 0.500 2 ** 17.94 13.00 1.38 * 4 8 RF 4 A325 0.500 2 ** 16.94 13.00 1.30 4 9 RF 2 A325 0.500 2 ** 4.85 5.30 0.91 4 10 RF 2 A325 0.500 2 ** 4.84 5.30 0.91 4 11 RF 2 A325 0.500 2 ** 4.84 5.30 0.91 4 12 RF 2 A325 0.500 2 ** 4.84 5.30 0.91 PURLINS: Surf Frm_Line Brace ---- Bolt -Selected ----- Load ---Bolt_Capacity-- Id ---- Id -- Type ---- Loc* ----- No -- Type ----- Diam ----- Wshr ---- Id ---- Calc ----- Allow ----- .Ratio ----- 2 1 RF 14.92 4 A325 0.500 2 ** 1 5.73 10.61 0.54 2 2 RF 14.92 4 A325 0.500 2 ** 1 9.47 10.61 0.89 2 1 RF 28.17 4 A325 0.500 2 ** 1 5.60 10.61 0.53 2 2 RF 28.17 4 A325 0.500 2 ** 1 5.60 10.61 0.53 2 3 RF 14.92 4 A325 0.500 2 ** 1 9.47 10.61 0.89 2 3 RF 28.17 4 A325 0.500 2 ** 1 5.60 10.61 0.53 2 2 RF 35.00 2 A325 0.050 2 1 0.00 0.11 0.00 2 3 RF 35.00 2 A325 0.050 2 1 0.00 0.11 0.00 2 4 RF 14.92 4 A325 0.500 2 ** 1 12.26 13.00 0.94 2 4 RF 28.17 4 A325 0.500 2 ** 1 6.66 10.61 0.63 2 5 RF 14.92 4 A325 0.500 2 ** 1 12.26 13.00 0.94 2 5 RF 28.17 4 A325 0.500 2 ** 1 6.66 10.61 0.63 2 4 RF 35.00 2 A325 0.050 2 1 0.00 0.11 0.00 2 5 RF 35.00 2 A325 0.050 2 1 0.00 0.11 0.00 04/23/00 ROOMES Page 39 of 40 0 TANK FARM/PACKAGING BUILDING ROOF DESIGN 2 6 RF 14.92 4 A325 0.500 2 ** 1 5.59 10.61 0.53 2 6 RF 28.17 2 A325 0.500 2 **. 1 5.34 5.30 1.01 2 7 RF 14.92 4 A325 0.500 2 ** 1 13.68 18.34 0.75 2 7 RF 28.17 2 A325 0.500 2 ** 1 8.02 9.17 0.87 2 8 RF 14.92 4 A325 0.500 2 ** 1 13.68 18.34 0.75 2 8 RF 28.17 2 A325 0.500 2 ** 1 8.02 9.17 0.87 2 7 RF 35.00 2 A325 0.050 2 1 0.00 0.11 0.00 2 8 RF 35.00 2 A325 0.050 2 1 0.00 0.11 0.00 2 9 RF 14.92 2 A325 0.500 2 ** 1 6.67 6.50 1.03 2 9 RF 28.17 2 A325 0.500 2 ** 1 6.37 6.50 0.98 2 10 RF 14.92 2 A325 0.500 2 ** 1 5.73 6.50 0.88 2 10 RF 28.17 2 A325 0.500 2 ** 1 5.60 6.50 0.86 2 11 RF 14.92 2 A325 0.500 2 ** 1 5.73 6.50 0.88 2 11 RF 28.17 2 A325 0.500 2 ** 1 5.60 6.50 0.'86 2 12 RF 14.92 4 A325 0.500 2 ** 1 5.73 10.61 6.54 2 12 RF 28.17. 4 A325 0.500 2 ** 1 5.60 10.61 0.53 3 1 RF 41.83 4 A325 0.500 2 ** 1 5.60 10.61 0.53 3 2 RF 41.83 4 A325 0.500 2 ** 1 5.60 .10.61 0.53 3 1 RF 55.08 4 A325 0.500 2 ** 1 5.73 10.61 0.54 3 2 RF 55.08 4 A325 0.500 2 ** 1 9.47 10.61 0.89 3 2 RF 35.00 2 A325 0.050 2 1 0.00 0.11 0.00 3 3 RF 35.00 2 A325 0.050 2 1 0.00 0.11 0.00 3 3 RF 41.83 4 A325 0.500 2 ** 1 5.60 10.61 0.53 3 3 RF 55.08 4 A325 0.500 2 ** 1 9.47 10.61 0.89 3 4 RF 41.83 4 A325 0.500 2 ** 1 6.66 10.61 0.63 3 4 RF 55.08 4 A325 0.500 2 ** 1 12.26 13.00 0.94 3 4 RF 35.00 2 A325 0.050 2 1 0.00 0.11 0.00 3 5 RF 35.00 2 A325 0.050 2 1 0.00 0.11 0.00 3 5 RF 41.83 4 A325 0.500 2 ** 1 6.66 10.61 0.63 3 5 RF 55.08 4 A325 0.500 2 ** 1 12.26 13.00 0.94 3 6 RF 41.83 2 A325 0.500 2 ** 1 5.34 5.30 1.01 3 6 RF 55.08 4 A325 0.500 2 ** 1 5.59 10.61 0.53 3 7 RF 41.83 2 A325 0.500 2 ** 1 8.02 9.17 0.87 3 7 RF 55.08 4 A325 0.500 2 ** 1 13.68 18.34 0.75 3 7 RF 35.00 2 A325 0.050 2. 1 0.00 0.11 0.00 3 8 RF 35.00 2 A325 0.050 2 1 0.00 0.11 0.00 3 8 RF 41.83 2 A325 0.500 2 ** 1 8.02 9.17 0.87 3 8 RF 55.08 4 A325 0.500 2 ** 1 13.68 18.34 0:75 3 9 RF 41.83 2 A325 0.500 2 ** 1 6.37 6.50 0.98 3 9 RF 55.08 2 A325 0.500 2 ** 1 6.67 6:50 1.03 3 10 RF 41.83 2 A325 0.500 2 ** 1 5..60 6.50. 0.86 3 10 RF 55:08 2 A325 0.500 -2 ** 1 5.73 6.50 0.88 3 11 RF 41.83 2 A325 0.500 2 ** 1 5.60 6.50 0.86 3 11 RF 55.08 2 A325 0.500 2 ** 1 5.73 6.50 0.88 3 12 RF 41.83 4 A325 0.500 2 ** 1 5.60 10.61 0.53 3 12 RF 55.08 4 A325 0.500 2 ** 1 5.73 10.61 0.54 * ERROR: Bolt Force > Allow **NOTE : Not standard bolt connection ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ 1753#1BCR Roof Design Warning Report 4/21/ 0 1:49pm ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ WARNING: Strut Bolt Force > Allow APIA i��fl�7��•4� ST�v i l�cN� f Lott ��' ��� 04/23/00 ROOMES Page 40 of 40 . STA T F-0 G � � 5.5 jG c�o t, kc c P s 3.otc TANK FARM/PACKAGING BUILDING FRONT SIDEWALL DESIGN *1753#1BCR Sidewall Design Input File 4/21/ 0 1:49pm *(1)JOBID: '1753#1BCR' *(2)PROGRAM OPTIONS: * Sidewall Run Run Lap Steel * Id Girt Panel Stiff Code 'F' 'Y' 'Y' .50 'WS' *(3)DESIGN CONSTANTS: * ----- Steel_Yield ----- Stress—Ratio --- Deflect _Ratio--- Wind _Load * C -Sec W -Sec R -Sec Panel Girt Panel Girt Panel PartW Ratio 50.0 50.0 50.0 80.0 1.03 1.03 180. 90. 90. 1.00 *(4) REPORTS: * Input Wall Door Wall * Echo Girt Jamb Panel 'I' 'Y' 'Y' 'Y' *(5)BUILDING TYPE: * Build L_Expand _EW R_Expand _EW * Type Use Offset Use Offset 'FF' 'Y' 24.000 'Y' 24.000 *(6)BUILDING SHAPE: (Max: 14 surfaces) * No. * Surf X_Coord Y_Coord 4 0.0000 50.0000 35.0000 52.9167 70.0000 50.0000 70.0000 0.0000 *(7)SIDEWALL BAY SPACING: (Max: 40 bays) * Sets—Of Bay No. * Bays. Width Bays 3 20.0000 6 25.0000 4 22.0000 1 *(8)FRAMED OPENINGS: * No. Bay Open Open Open Open Sill Base Set Member * Open Id Width Height Offset Type Height Elev Depth Select 0 *(9)PARTIAL WALLS: * Set Of Base Full * Bays Type Load 1 'C' 'N' --Bay_Id-- Wall Start End Height 1 11 19.8750 04/23/00 SWDES-F Paget of 33 TANK FARM/PACKAGING BUILDING FRONT SIDEWALL DESIGN *(10)GIRT DESIGN: * Girt In Flg Set Set * Type Brace Depth Lap 'ZB' 'N' 8.000 0.0000 *(11)GIRT LOCATION: * Set No. Girt * Loc Girt Location 'N' 0 *(12)WALL PANELS: * Panel Panel' * Type Gage 'HR ' 26.00 *(13)LOADING: * * Wind Wind * Pressure Suction 17.9 -17.9 23.8 -23.8 17.9 -17.9 Max Max_Unbr Space Length 7.3333 10.0000 Girt/Header Panel Jamb 04/23/00 SWDES-F Page 2 of 33 n TANK FARM/PACKAGING BUILDING FRONT SIDEWALL DESIGN -----------------=------------------------------------------------------------ ------------------------------------------------------------------------------ 1753#1BCR Girt Design Report 4/21/00 1:49pm ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ ------------------- GIRT # 1 ; SPAN # 1 ------------------- C GIRT LAYOUT: Bay Girt Bay Lap Dist(ft) Girt .Girt Id Size Width Left Right Location Weight ----------- ----- ---= ------------- ------ 1 8x30C16 18.00 19.8750 57.2 57.2 WIND PRESSURE : ---------------- GIRT ANALYSIS: ---------SHEAR(k )----------------------MOMENT(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- •----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0.47 -0.47 0.00 -2.13 9.00 0.00 STRESS/DEFLECTION: Span------SHEAR(k )-----------MOMENT(f-k )---- Mom+Shr DEFLECTION(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow ---- --- ------ ----- ---- --- ------ ----- ---- --- ---- ------ ----- 1 LS 0.47 2.67 0.18 MS -2.13 5.20 0.41 LS 0.03 -0.52 2.40 04/23/00 SWDES-F Page 3 of 33 TANK FARM/PACKAGING BUILDING FRONT SIDEWALL DESIGN WIND SUCTION ---------------- GIRT ANALYSIS: ---------SHEAR(k )----------------------MOMENT(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -0.47 0.47 0.00 2.13 9.00 0.00 STRESS/DEFLECTION: Span------SHEAR(k )-----------MOMENT(f-k )---- Mom+Shr DEFLECTION(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow ---- --- ------ ----- ---- --- ------ ----- ---- --- ---- ------ ----- 1 LS -0.47 2.67 0.18 MS 2.13 2.08 1.02 LS 0.03 0.52 2.40 04/23/00 SWDES-F Page 4 of 33 TANK FARM/PACKAGING BUILDING FRONT SIDEWALL DESIGN -----------------=------------------------------------------------------------ ------------------------------------------------------------------------------ 1753#1BCR Girt Design Report 4/21/00 1:49pm ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ ------------------- GIRT # 1 ; SPAN # 2 ------------------- GIRT LAYOUT: Bay Girt Bay Lap Dist(ft) Girt Girt Id Size Width Left Right Location Weight ----------- ----- ---- ------------- ------ 2 8x30C14 20.00 19.8750 78.0 78.0 WIND PRESSURE : ---------------- GIRT ANALYSIS: ---------SHEAR(k )----------------------MOMENT(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 0.53 -0.53 0.00 -2.63 10.00 0.00 STRESS/DEFLECTION: Span ------SHEAR(k )------ -----MOMENT(f-k )---- Mom+Shr DEFLECTION(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow ---- 2 --- ------ ----- ---- LS 0.53 6.10 0.09 --- ------ ----- ---- MS -2.63 7.48 0.35 --- ---- LS 0.01 ------ ----- -0.61 2.67 04/23/00 SWDES-F Page 5 of 33 TANK FARM/PACKAGING BUILDING FRONT SIDEWALL DESIGN WIND SUCTION : ---------------- GIRT ANALYSIS: ---------SHEAR(k )----------------------MOMENT(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ---- ----- 2 -0.53 0.53 0.00 2.63 10.00 0.00 STRESS/DEFLECTION: Span------SHEAR(k )-----------MOMENT(f-k )---- Mom+Shr DEFLECTION(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow ---- --- ------ ----- ---- --- ------ ----- ---- -- ---- ------ ----- 2 LS -0.53 6.10 0.09 MS 2.63 2.99 0.88 LS 0.01 0.61 2.67 04/23/00 SWDES-F Page 6 of 33 TANK FARM/PACKAGING BUILDING FRONT SIDEWALL DESIGN ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ 1753#1BCR Girt Design Report 4/21/00 1:49pm ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ ------------------- GIRT # 1 ; SPAN # 3 ------------------- GIRT LAYOUT: Bay Girt Bay Lap Dist(ft) Girt Girt Id Size Width Left Right Location Weight ----------- ----- ---- ------------- ------ 3 8x30C14 20.00 19.8750 78.0 78.0 WIND PRESSURE : ---------------- GIRT ANALYSIS: ---------SHEAR(k )----------------------MOMENT(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup -- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 3 0.53 -0.53 0.00 -2.63 10.00 0.00 STRESS/DEFLECTION: Span------SHEAR(k )-----------MOMENT(f-k )---- Mom+Shr Id Loc Calc Allow UC Loc Calc Allow UC Loc UC ---- --- ------ ----- ---- --- ------ ----- ---- --- ---- 3 LS 0.53 6.10 0.09 MS -2.63. 7.48 0.35 LS 0.01 DEFLECTION(in) Calc Allow -0.61 2.67 04/23/00 SWDES-F Page 7 of 33 0 TANK FARM/PACKAGING BUILDING FRONT SIDEWALL DESIGN WIND SUCTION ---------------- GIRT ANALYSIS: ---------SHEAR(k )----------------------MOMENT(f-k )-------------- Bay ' Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 3 -0.53 0.53 0.00 2.63 10.00 0.00 STRESS/DEFLECTION: Span ------SHEAR(k )------ -----MOMENT(f-k )---- Mom+Shr Id ---- Loc Calc Allow UC Loc Calc Allow UC Loc UC 3 --- ------ ----- ---- LS -0.53 6.10 0.09 --- ------ ----- ---- MS 2.63 2.99 0.88 --- ---- LS 0.01 DEFLECTION(in) Calc Allow 0.61 2.67 0 04/23/00 SWDES-F Page 8 of 33 n TANK FARM/PACKAGING BUILDING FRONT SIDEWALL DESIGN -----------------=------------------------------------------------------------ ------------------------------------------------------------------------------ 1753#1BCR Girt Design Report 4/21/00 1:49pm ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ ------------------- GIRT # 1 ; SPAN # 4 ------------------- GIRT LAYOUT: Bay Girt Bay Lap Dist(ft) Id Size Width Left Right ----------- ----- ---- ----- 4 8x30C14 20.00 WIND PRESSURE : ---------------- GIRT ANALYSIS: Girt Girt Location Weight -------- ------ 19.8750 78.0 78.0 ---------SHEAR(k )----------------------MOMENT(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 4 0.53 -0.53 0.00 -2.63 10.00 0.00 STRESS/DEFLECTION: Span------SHEAR(k )-----------MOMENT(f-k )---- Mom+Shr DEFLECTION(in) Id Loc Calc Allow UC Loc Calc .Allow UC Loc UC Calc Allow ---- --- ------ ----- ---- --- ------ ----- ---- --- ---- ------ ----- 4 LS 0.53 6.10 0.09 MS -2.63 7.48 0.35 LS 0.01 -0.61 2.67 04/23/00 SWDES-F Page 9 of 33 0 TANK FARM/PACKAGING BUILDING FRONT SIDEWALL DESIGN WIND SUCTION ---------------- GIRT ANALYSIS: ---------SHEAR(k )----------------------MOMENT(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 4 -0.53 0.53 0.00 2.63 10.00 0.00 STRESS/DEFLECTION: Span------SHEAR(k )-----------MOMENT(f-k )---- Mom+Shr DEFLECTION(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow ---- --- ------ ----- ---- --- ------ ----- ---- --- ---- ------ ----- 4 LS -0.53 6.10 0.09 MS 2.63 2.99 0.88 LS 0.01 0.61 2.67 04/23/00 SWDES-F Page 10 of 33 TANK FARM/PACKAGING BUILDING FRONT SIDEWALL DESIGN ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ 1753#1BCR Girt Design Report 4/21/00 1:49pm ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ ------------------- GIRT # 1 ; SPAN # 5 ------------------- GIRT LAYOUT: Bay Girt Bay Lap Dist(ft) Id Size Width Left Right ----------- ----- ---- ----- 5 8x30C14 20.00 WIND PRESSURE : ---------------- GIRT ANALYSIS: Girt Girt Location Weight -------- ------ 19.8750 78.0 78.0 ------------SHEAR (k )-----------------------MOMENT(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 5 0.53 -0.53 0.00 -2.63 10.00 0.00 STRESS/DEFLECTION: Span------SHEAR(k )-----------MOMENT(f-k )---- Mom+Shr Id Loc Calc Allow UC Loc Calc Allow UC Loc UC ---- --- ------ ----- ---- --- ------ ----- ---- --- ---- 5 LS 0.53 6.10 0.09 MS -2.63 7.48 0.35 LS 0.01 DEFLECTION(in) Calc- Allow -0.61 2.67 04/23/00 SWDES-F Page I I of 33 I TANK FARM/PACKAGING BUILDING FRONT SIDEWALL DESIGN WIND SUCTION : ---------------- GIRT ANALYSIS: ---------SHEAR(k )----------------------MOMENT(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 5 -0.53 0.53 0.00 2.63 10.00 0.00 STRESS/DEFLECTION: Span------SHEAR(k )-----------MOMENT(f-k )---- Mom+Shr DEFLECTION(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow t ---- --- ------ ----- ---- --- ------ ----- ---- --- ---- ------ ----- 5 LS -0.53 6.10 0.09 MS 2.63 2.99 0.88 LS 0.01 0.61 2.67 04/23/00 SWDES-F Page 12 of 33 TANK FARM/PACKAGING BUILDING FRONT SIDEWALL DESIGN z 1753#1BCR Girt Design Report 4/21/00 1:49pm ------------------- GIRT # 1 ; SPAN # 6 ------------------- GIRT LAYOUT: Bay Girt Bay Lap Dist(ft) Girt Girt Id Size Width Left Right Location Weight --- 6 -------- 8x30C14 ----- ---- ------------- ------ 20.00 19.8750 78.0 78.0 WIND PRESSURE : ---------------- GIRT ANALYSIS: ---------SHEAR(k )----------------------MOMENT(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc ' Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 6 0.53 -0.53 0.00 -2.63 10.00 0.00 STRESS/DEFLECTION: Span------SHEAR(k )-----------MOMENT(f-k )---- Mom+Shr DEFLECTION(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow ---- --- ------ ----- ---- --- ------ ----- ---- --- ---- ------ ----- 6 LS 0.53 6.10 0.09 MS -2.63 7.48 0.35 LS 0.01 -0.61 2.67 04/23/00 SWDES-F Page 13 of 33 a TANK FARM/PACKAGING BUILDING FRONT SIDEWALL DESIGN WIND SUCTION ---------------- GIRT ANALYSIS: ---------SHEAR(k )----------------------MOMENT(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 6 -0.53 0.53 0.00 2.63 10.00 0.00 STRESS/DEFLECTION: Span------SHEAR(k )-----------MOMENT(f-k )---- Mom+Shr DEFLECTION(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow ---- --- ------ ----- ---- --- ------ ----- ---- --- ---- ------ ----- 6 LS -0.53 6.10 0.09 MS 2.63 2.99 0.88 LS 0.01 0.61 2.67 04/23/00 SWDES-F Page 14 of 33 TANK FARM/PACKAGING BUILDING FRONT SIDEWALL DESIGN 1753#1BCR Girt Design Report 4/21/00 1:49pm ------------------- GIRT # 1 ; SPAN # 7 ------------------- GIRT LAYOUT: Bay Girt Bay Lap Dist(ft) Girt Girt Id Size Width Left Right Location Weight ----------- ----- ---- ------------- ------ 7 8x30C12 25.00 19.8750 135.0 135.0 WIND PRESSURE : ---------------- GIRT ANALYSIS: ------=--SHEAR(k )----------------------MOMENT(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 7 0.66 -0.66 0.00 -4.11 12.50 0.00 STRESS/DEFLECTION: Span ------SHEAR(k )------ -----MOMENT(f-k )---- Mom+Shr DEFLECTION(in) Id ---- Loc Calc Allow UC --- ------ Loc Calc Allow UC Loc UC Calc Allow 7 ----- ---- LS 0.66 14.69 0.04 --- ------ ----- ---- MS -4.11 10.68 0.38 --- ---- LS 0.00 ------ ----- -1.11 3.33 04/23/00 SWDES-F Page 15 of 33 u TANK FARM/PACKAGING BUILDING FRONT SIDEWALL DESIGN WIND SUCTION : ---------------- GIRT ANALYSIS: ---------SHEAR(k )----------------------MOMENT(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 7 -0.66 0.66 0.00 4.11 12.50 0.00 STRESS/DEFLECTION: Span------SHEAR(k )-----------MOMENT(f-k )---- Mom+Shr DEFLECTION(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow ---- --- ------ ----- ---- --- ------ ----- ---- --- ---- ------ ----- 7 LS -0.66 14.69 0.04 MS 4.11 4.27 0.96 LS 0.00 1.11 3.33 - 04/23/00 SWDES-F Page 16 of 33 TANK FARM/PACKAGING BUILDING FRONT SIDEWALL DESIGN 1753#lBCR Girt Design Report 4/21/00 1:49pm ----=------------------------------------------------------------------------- ------------------------------------------------------------------------------ ------------------- GIRT # 1 ; SPAN # 8 ------------------- GIRT LAYOUT: Bay Girt Bay Lap Dist(ft) Id Size Width Left Right ----------- ----- ---- ----- 8 8x30C12 25.00 WIND PRESSURE : ---------------- GIRT ANALYSIS: Girt Girt Location Weight -------- ------ 19.8750 135.0 135.0 --- ------ SHEAR(k )----------------------MOMENT(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 8 0.66 -0.66 0.00 -4.11 12.50 0.00 STRESS/DEFLECTION: Span------SHEAR(k )-----------MOMENT(f-k )---- Mom+Shr Id Loc Calc Allow UC Loc Calc Allow UC Loc UC ---- --- ------ ----- ---- --- ------ ----- ---- --- ---- 8 LS 0.66 14.69 0.04 MS -4.11 10.68 0.38 LS 0.00 DEFLECTION(in) Calc Allow -1.11 3.33 04/23/00 SWDES-F Page 17 of 33 0 TANK.FARM/PACKAGING BUILDING FRONT SIDEWALL DESIGN WIND SUCTION ---------------- GIRT ANALYSIS: ---------SHEAR(k )----------------------MOMENT(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 8 -0.66 0.66 0.00 4.11 12.50 0.00 STRESS/DEFLECTION: Span------SHEAR(k )-----------MOMENT(f-k )---- Mom+Shr DEFLECTION(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow ---- --- ------ ----- ---- --- ------ ----- ---- --- ---- ------ ----- 8 LS -0.66 14.69 0.04 MS 4.11 4.27 0.96 LS 0.00 1.11 3.33 04/23/00 SWDES-F Page 18 of 33 TANK FARM/PACKAGING BUILDING FRONT SIDEWALL DESIGN ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ 1753#1BCR Girt Design Report 4/21/00 1:49pm ----------------- 7 - GIRT # 1 ; SPAN # 9 ------------------- GIRT LAYOUT: Bay Girt Bay Lap Dist(ft) Girt Girt Id Size Width Left Right Location Weight ----------- ----- ---- ------------- ------ 9 8x30C12 25.00 19.8750 135.0 135.0 WIND PRESSURE : ---------------- GIRT ANALYSIS: ---------SHEAR(k )----------------------MOMENT(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 9 0.66 -0.66 0.00 -4.11 12.50 0.00 STRESS/DEFLECTION: Span------SHEAR(k )-----------MOMENT(f-k )---- Mom+Shr DEFLECTION(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc' Allow ---- --- ------ ----- ---- --- ------ ----- ---- --- ---- ------ ----- 9 LS 0.66 14.69 0.04 MS -4.11 10.68 0.38 LS 0.00 -1.11 3.33 04/23/00 SWDES-F Page 19 of 33 0 TANK FARM/PACKAGING BUILDING FRONT SIDEWALL DESIGN WIND SUCTION : ---------------- GIRT ANALYSIS: ---------SHEAR(k )----------------------MOMENT(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 9 -0.66 0.66 0.00 4.11 12.50 0.00 STRESS/DEFLECTION: i' Span------SHEAR(k )-----------MOMENT(f-k )---- Mom+Shr DEFLECTION(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow + ---- --- ------ ----- ---- --- ------ ----- ---- --- ---- ------ ----- 9 LS -0.66 14.69 0.04 MS 4.11 4.27 0.96 LS 0.00 1.11 3.33 04/23/00 SWDES-F Page 20 of 33 TANK FARM/PACKAGING BUILDING FRONT SIDEWALL DESIGN -----------------=------------------------------------------------------------ ------------------------------------------------------------------------------ 1753#1BCR Girt Design Report 4/21/00 1:49pm ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ ------------------- GIRT # 1 ; SPAN #10 ------------------- GIRT LAYOUT: Bay Girt Bay Lap Dist(ft) Id Size Width Left Right ----------- ----- ---- ----- 10 8x30C12 25.00 WIND PRESSURE : ---------------- GIRT ANALYSIS: Girt Girt Location Weight -------- --_---- 19.8750 135.0 135.0 ---------SHEAR(k )----------------------MOMENT(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 10 0.66 -0.66 0.00 -4.11 12.50 0.00 STRESS/DEFLECTION: Span------SHEAR(k )-----------MOMENT(f-k )---- Mom+Shr DEFLECTION(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow ---- --- ------ ----- ---- --- ------ ----- ---- --- ---- ------ ----- 10 LS 0.66 14.69 0.04 MS -4.11 10.68 0.38 LS 0.00 -1.11 3.33 04/23/00 SWDES-F Page 21 of 33 0 TANK FARM/PACKAGING BUILDING FRONT SIDEWALL DESIGN WIND SUCTION.: ---------------- GIRT ANALYSIS: ---------SHEAR(k )----------------------MOMENT(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 10 -0.66 0.66 0.00 4.11 12.50 0.00 STRESS/DEFLECTION: Span------SHEAR(k )-----------MOMENT(f-k )---- Mom+Shr DEFLECTION(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow ---- --- ------ ----- ---- --- ------ ----- ---- --- ---- ------ ----- 10 LS -0.66 14.69 0.04 MS 4.11 4.27 0.96 LS 0.00 1.11 3.33 04/23/00 SWDES-F Page 22 of 33 TANK FARM/PACKAGING BUILDING FRONT SIDEWALL DESIGN -----------------=------------------------------------------------------------ ------------------------------------------------------------------------------ 1753#1BCR Girt Design Report 4/21/00 1:49pm ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ ------------------- GIRT # 1 ; SPAN #11 ------------------- GIRT LAYOUT: Bay Girt Bay Lap Dist(ft) Girt Girt Id Size Width Left Right Location Weight 11 8x30C14 20.00 19.8750 78.0 78.0 WIND PRESSURE : ---------------- GIRT ANALYSIS: ---------SHEAR(k )----------------------MOMENT(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 11 0.53 -0.53 0.00 -2.63 10.00 0.00 STRESS/DEFLECTION: Span ------SHEAR(k )------ -----MOMENT(f-k )---- Mom+Shr DEFLECTION(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow ---- 11 --- ------ ----- ---- LS 0.53 6.10 0.09 --- ------ ----- ---- MS -2.63 7.48 0.35 --- ---- LS 0.01 ------ ----- -0.61 2.67 04/23/00 SWDES-F Page 23 of 33 a TANK FARMIPACKAGING BUILDING FRONT SIDEWALL DESIGN WIND SUCTION : ---------------- GIRT ANALYSIS: ---------SHEAR(k )----------------------MOMENT(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 11 -0.53 0.53 0.00 2.63 10.00 0.00 STRESS/DEFLECTION: Span------SHEAR(k )-----------MOMENT(f-k )---- Mom+Shr DEFLECTION(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow j ---- --- ------ ----- ---- --- ------ ----- ---- --- ---- ------ ----- 11 LS -0.53 6.10 0.09 MS 2.63 2.99 0.88 LS 0.01 0.61 2.67 04/23/00 SWDES-F Page 24 of 33 TANK FARM/PACKAGING BUILDING FRONT SIDEWALL DESIGN -----------------=------------------------------------------------------------ ------------------------------------------------------------------------------ 1753#1BCR Girt Design Report 4/21/00 1:49pm ------------------------------------------------------------------------------ ------------------- GIRT # 2 ; SPAN # 1 ------------------- GIRT LAYOUT: Bay Girt Bay Lap Dist(ft) Girt Id --- Size -------- Width ----- Left ---- Right - ----- Location -------- 1 8x30Z16 18.00 0.73 0.88 25.7500 2 8x30Z16 20.00 0.88 0.88 25.7500 3 8x30Z16 20.00 0.88 0.88 25.7500 4 8x30Z16 20.00 0.88 0.88 25.7500 5 8x30Z16 20.00 0.88 0.88 25.7500 6 8x30Z16 20.00 0.88 0.88 25.7500 7 8x30Z16 25.00 0.88 0.88 25.7500 8 8x30Z16 25.00 0.88 0.88 25.7500 9 8x30Z16 25.00 0.88 0.88 25.7500 10 8x30Z16 25.00 0.88 0.88 25.7500 11 8x30Z16 20.00 0.88 25.7500 WIND PRESSURE : ---------------- GIRT ANALYSIS: Girt Weight 60.0 69.2 69.2 69.2 69.2 69.2 85.1 85.1 85.1 85.1 66.4 812.5 --------------MOMENT(f-k ---------SHEAR(k )-------- Bay Left Left Right Right Id --- Sup ----- Lap ----- Lap ----- Sup ----- 1 0.73 ----- -2.55- • -1.07 -1.1.7 2 1.08 0.99 -0.94 -1.03 3 1.05 0.96 -0.97 -1.06 4 1.05 0.96 -0.97 -1.06 5 1.07 0.98 -0.94 -1.04 6 0.99 0.89 -1.03 -1.12 7 1.27 1.18 -1.27 -1.36 8 1.33 1.24 -1.21 -1.31 9 1.31 1.22 -1.23 -1.32 10 1.33 1.23 -1.22 -1.31 11 1.32 1.23 12.55 -0.79 Girt Weight 60.0 69.2 69.2 69.2 69.2 69.2 85.1 85.1 85.1 85.1 66.4 812.5 --------------MOMENT(f-k )------- Left Left Mid -Span Right Sup Lap Mom Loc Lap ----- 0.00 ----- ----- -2.55- • ----- 6.95 ----- 2.92 3.90 3.00 -1.62 10.23 2.56 3.42 2.54 -1.80 9.95 2.64 3.52 2.64 -1.72 9.97 2.70 3.59 2.69 -1.87 10.17 2.36 3.23 2.40 -1.38 9.34 3.67 4.62 3.54 -3.08 12.08 4.58 5.73 4.61 -2..67 12.62 4.32 5.43 4.32 -2.76 12.46 4.42 5.54 4.42 -2.78 12.56 4.28 5.39 4.27 -2.93 12.55 Right Sup 3.90 3.42 3.52 3.59 3.23 4.62 5.73 5.43 5.54 5.39 0.00 04/23/00 SATES -F Page 25 of 33 0 TANK FARM/PACKAGING BUILDING FRONT SIDEWALL DESIGN STRESS/DEFLECTION: Span Id 1 2 3 4 5 6 7 8 9 10 11 ------SHEAR(k )------ Loc Calc Allow UC --- ------ ----- ---- RL -1.07 3.21 0.33 LL 0.99 3.21 0.31 RL -0.97 3.21 0.30 RL -0.97 3.21 0.30 LL 0.98 3.21 0.31 RL -1.03 3.21 0.32 RL -1.27 3.21 0.40 LL 1.24 3.21 0.39 RL -1.23 3.21 0.38 LL 1.23 3.21 0.38 LL 1.23 3.21 0.38 -----MOMENT(f-k )---- Loc Calc Allow UC RL 2.92 5.62 0.52 LL 3.00 5.62 0.53 RL 2.64 5.62 0.47 RL 2.70 5.62 0.48 LL 2.69 5.62 0.48 RL 3.67 5.62 0.65 RL 4.58 5.62 0.82 LL 4.61 5.62 0.82 RL 4.42 5.62 0.79 LL 4.42 5.62 0.79 LL 4.27 5.62 0.76 Mom+Shr DEFLECTION(in) Loc UC Calc Allow RL 0.31 -0.43 1.20 LL 0.32 -0.24 1.33 RL 0.26 -0.31 1.33 RL 0.27 -0.28 1.33 LL 0.27 -0.33 1.33 RL 0.47 -0.16 1.33 RL 0.73 -0.88 1.67 LL 0.73 -0.67 1.67 RL 0.68 -0.72: 1.67 LL 0.68 -0.1' 1.67 LL 0.63 -0.57 1.33 0 WIND SUCTION : ---------------- GIRT ANALYSIS: Bay Id 1 2 3 4 5 6 7 8 9 10 11 SHEAR (k Left Left Right Right Sup Lap Lap Sup ----- ----- ----- ----- -0.73 1.07 1.17 -1.08 -0.99 0.94 1.03 -1.05 -0.96 0.97 1.06 -1.05 -0.96 0.97 1.06 -1.07 -0.98 0.94 1.04 -0.99 -0.89 1.03 1.12 -1.27 -1.18 1.27 1.36 -1.33 -1.24 1.21 1.31 -1.31 -1.22 1.23 1.32 -1.33 -1.23 1.22 1.31 -1.32 -1.23 0.79 STRESS/DEFLECTION: Span Id 1 2 3 4 5 6 7 8 9 10 11 ------SHEAR(k )------ Loc Calc Allow UC RL 1.07 3.21 0.33 LL -0.99 3.21 0.31 RL 0.97 3.21 0.30 RL 0.97 3.21 0.30 LL -0.98 3.21 0.31 RL 1.03 3.21 0.32 RL 1.27 3.21 0.40 LL -1.24 3.21 0.39 RL 1.23 3.21 0.38 LL -1.23 3.21 0.38 LL -1.23 3.21 0.38 --------------MOMENT(f-k )-------------- 0.43 1.20 Left Left Mid -Span 1.33 Right Right Sup Lap Mom Loc Lap Sup ----- 0.00 ----- ----- 2.55 ----- 6.95 ----- -2.92 ----- -3.90 -3.90 -3.00 1.62 10.23 -2.56 -3.42 -3.42 -2.54 1.80 9.95 -2.64 -3.52 -3.52 -2.64 1.72 9.97 -2.70 -3.59 -3.59 -2.69 1.87 10.17 -2.36 -3.23 -3.23 -2.40 1.38 9.34 -3.67 -4.62 -4.62 -3.54 3.08 12.08 -4.58 -5.73 -5.73 -4.61 2.67 12.62 -4.32 -5.43 -5.43 -4.32 2.76 12.46 -4.42 -5.54 -5.54 -4.42 2.78 12.56 -4.28 =5.39 -5.39 -4.27 2.93 12.55 0.00 -----MOMENT(f-k )---- Loc Calc Allow UC --- ------ ----- ---- MS 2.55 3.93 0.65 LL -3.00 5.62 0.53 RL -2.64 5.62 0.47 RL -2.70 5.62 0.48 LL -2.69 5.62 0.48 RL -3.67 5.62 0.65 RL -4.58 5.62 0.82 LL -4.61 5.62 0.82 RL -4.42 5.62 0.79 LL -4.42 5.62 0.79 LL -4.27 5.62 0.76 Mom+Shr DEFLECTION(in) Loc UC Calc Allow RL 0.31 0.43 1.20 LL 0.32 0.24 1.33 RL 0.26 0.31 1.33 RL 0.27 0.28 1.33 LL 0.27 0.33 1.33 RL 0.47 0.16 1.33 RL 0.73 0.88 1.67 LL 0.73 0.67 1.67 RL 0.68 0.72 1.67 LL 0.68 0.73 1.67 LL 0.63 0.57 1.33 04/23/00 SWDES-F Page 26 of 33 TANK FARM/PACKAGING BUILDING FRONT SIDEWALL DESIGN -----------------=------------------------------------------------------------ ------------------------------------------------------------------------------ 1753#1BCR Girt Design Report 4/21/00 1:49pm ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ ------------------- GIRT # 3 ; SPAN # 1 ------------------- GIRT LAYOUT: Bay Girt Bay Lap Dist(ft) Girt Girt Id Size Width Left Right Location Weight --- 1 -------- 8x30Zl6 ----- 18.00 ---- ----- 0.88 -------- 31.6667 ------ 60.0 2 8x30Z16 20.00 0.88 0.88 31.6667 69.2 3 8x30Zl6 20.00 0.88 0.88 31.6667 69.2 4 8x30Z16 20.00 0.88 0.88 31.6667 69.2 5 8x30Z16 20.00 0.88 0.88 31.6667 69.2 6 8x30Zl6 20.0.0 0.88 0.88 31.6667 69.2 7 8x30Z16 25.00 0.88 0.88 31.6667 85.1 8 8x30Zl6 25.00 0.88 0.88 31.6667 85.1 9 8x30Zl6 25.00 0.88 0.88 31.6667 85.1 10 8x30Z16 25.00 0.88 0.88 31.6667 85.1 11 8x30Zl6 20.00 0.88 31.6667 66.4 WIND PRESSURE : ---------------- GIRT ANALYSIS: 812.5 --------------MOMENT(f-k )-------------- ---------SHEAR(k )-------- Left Bay Left Left Right Right Id --- Sup ----- Lap ----- Lap ----- Sup ----- 1 0.74 =1.08 -1.17 2 1.08 0.99 -0.94 -1.03 3 1.05 0.96 -0.97 -1.06 4 1.06 0.96 -0.97 -1.06 5 1.08 0.98 -0.95 -1.04 6 0.99 0.90 -1.04 -1.13 7 1.28 1.19 -1.28 -1.37 8 1.34 1.24 -1.22 -1.31 9 1.32 1.23 -1.24 -1.33 10 1.33 1.24 -1.22 -1.32 11 1.33 1.24 4.44 -0.79 812.5 --------------MOMENT(f-k )-------------- Left Left Mid -Span Right Right Sup ----- Lap ----- Mom ----- Loc ----- Lap ----- Sup ---- - 0.00 -2.55 6.95 2.93 3.92 3.92 3.01 -1.62 10.23 2.57 3.43 3.43 2.55 -1.81 9.95 2.65 3.54 3.54 2.65 -1.73 9.97 2.71 3.60 3.60 2.70 -1.88 10.17 2.37 3.24 3.24 2.41 -1.38 9.34 3.69 4.63 4.63 3.55 -3.09 12.08 4.60 5.75 5.75 4.63 -2.67 12.62 4.34 5.44 5.45 4.33 -2.77 12.46 4.44 5.56 5.56 4.44 -2.79 12.56 4.29 5.41 5.41 4.28 -2.94 12.55 0.00 04/23/00 SWDES-F Page 27 of 33 u TANK FARM/PACKAGING BUILDING FRONT SIDEWALL DESIGN STRESS/DEFLECTION: Span Id 1 2 3 4 5 6 7 8 9 10 11 ------SHEAR(k )------ Loc Calc Allow UC RL -1.08 3.21 0.34 LL 0.99 3.21 0.31 RL -0.97 3.21 0.30 RL -0.97 3.21 0.30 LL 0.98 3.21 0.31 RL -1.04 3.21 0.32 RL -1.28 3.21 0.40 LL 1.24 3.21 0.39 RL -1.24 3.21 0.38 LL 1.24 3.21 0.39 LL 1.24 3.21 0.38 -----MOMENT(f-k )---- Loc Calc Allow UC RL 2.93 5.62 0.52 LL 3.01 5.62 0.54 RL 2.65 5.62 0.47 RL 2.71 5.62 0.48 LL 2.70 5.62 0.48 RL 3.69 5.62 0.66 RL 4.60 5.62 0.82 LL 4.63 5.62 0.82 RL 4.44 5.62 0.79 LL 4.44 5.62 0.79 LL 4.28 5.62 0.76 Mom+Shr DEFLECTION(in) Loc UC Calc Allow RL 0.32 -0.43 1.20 LL 0.32 -0.25 1.33 RL 0.26 -0.31 1.33 RL 0.27 -0.28 1.33 LL 0.27 -0.33 1.33 RL 0.47 -0.16 1.33 RL 0.73 -0.88 1.67 LL 0.74 -0.67 1.67 RL 0.68 -0.72; 1.67 LL 0.68 -0.73 1.67 LL 0.64 -0.57 1.33 0 WIND SUCTION : ---------------- GIRT ANALYSIS: Bay Id 1 2 3 4 5 6 7 8 9 10 11 ---------SHEAR(k )-------- Left Left Right Right Sup Lap Lap Sup ----- ----- ----- ----- -0.74 1.08 1.17 -1.08 -0.99 0.94 1.03 -1.05 -0.96 0.97 1.06 -1.06 -0.96 0.97 1.06 -1.08 -0.98 0.95 1.04 -0.99 -0.90 1.04 1.13 -1.28 -1.19 1.28 1.37 -1.34 -1.24 1.22 1.31 -1.32 -1.23 1.24 1.33 -1.33 -1.24 1.22 1.32 -1.33 -1.24 0.79 STRESS/DEFLECTION: Span Id 1 2 3 4 5 6 7 8 9 10 11 ------SHEAR(k )------ Loc Calc Allow UC --- ------ ----- ---- RL 1.08 3.21 0.34 LL -0.99 3.21 0.31 RL 0.97 3.21 0.30 RL 0.97 3.21 0.30 LL -0.98 3.21 0.31 RL 1.04 3.21 0.32 RL 1.28 3.21 0.40 LL -1.24 3.21 0.39 RL 1.24 3.21 0.38 LL -1.24 3.21 0.39 LL -1.24 3.21 0.38 --------------MOMENT(f-k )-------------- 0.32 0.43 Left Left Mid -Span 0.25 Right Right Sup Lap Mom Loc Lap Sup ----- 0.00 ----- ----- 2.55 ----- 6.95 ----- -2.93 ----- -3.92 -3.92 -3.01 1.62 10.23 -2.57 -3.43 -3.43 -2.55 1.81 9.95 -2.65 -3.54 -3.54 -2.65 1.73 9.97 -2.71 -3.60 -3.60 -2.70 1.68 10.17 -2.37 -3.24 -3.24 -2.41 1.38 9.34 -3.69 -4.63 -4.63 -3.55 3.09 12.08 -4.60 -5.75 -5.75 -4.63 2.67 12.62 -4.34 -5.44 -5.45 -4.33 2.77 12.46 -4.44 -5.56 -5.56 -4.44 2.79 12.56 -4.29 =5.41 -5.41 -4.28 2.94 12.55 0.00 -----MOMENT(f-k )---- Loc Calc Allow UC --- ------ ----- ---- MS 2.55 3.93 0.65 LL -3.01 5.62 0.54 RL -2.65 5.62 0.47 RL -2.71 5.62 0.48 LL -2.70 5.62 0.48 RL -3.69 5.62 0.66 RL -4.60 5.62 0.82 LL -4.63 5.62 0.82 RL -4.44 5.62 0.79 LL -4.44 5.62 0.79 LL -4.28 5.62 0.76 Mom+Shr DEFLECTION(in) Loc UC Calc Allow RL 0.32 0.43 1.20 LL 0.32 0.25 1.33 RL 0.26 0.31 1.33 RL 0.27 0.28 1.33 LL 0.27 0.33 1.33 RL 0.47 0.16 1.33 RL 0.73 0.88 1.67 LL 0.74 0.67 1.67 RL 0.68 0.72 1.67 LL 0.68 0.73 1.67 LL 0.64 0.57 1.33 04/23/00 SWDES-F Page 28 of 33 TANK FARM/PACKAGING BUILDING FRONT SIDEWALL DESIGN -----------------=------------------------------------------------------------ ------------------------------------------------------------------------------ 1753#1BCR Girt Design Report 4/21/00 1:49pm ------------------- GIRT ------------------ G I RT # 4•; SPAN # 1 ------------------- GIRT LAYOUT: Bay Girt Bay Lap Dist(ft) Girt Girt Id --- Size -------- Width ----- Left ---- Right ----- Location -------- Weight ------ 1 8x30Z16 18.00 =1.17 0.88 37.5833 60.0 2 8x30Z16 20.00 0.88 0.88 37.5833 69.2 3 8x30Z16 20.00 0.88 0.88 37.5833 69.2 4 8x30Z16 20.00 0.88 0.88 37.583.3 69.2 5 8x30Z16 20.00 0.88 0.88 37.5833 69.2 6 8x30Z16 20.00 0.88 0.88 37.5833 69.2 7 8x30Z16 25.00 0.88 0.88 37.5833 85.1 8 8x30Z16 25.00 0.88 0.88 37.5833 85.1 9 8x30Z16 25.00 0.88 0.88 37.5833 85.1 10 8x30Zl6 25.00 0.88 0.88 37.5833 85.1 11 8x30Z16 20.00 0.88 37.5833 66.4 WIND PRESSURE : ---------------- GIRT ANALYSIS: --------------MOMENT(f-k ---------SHEAR(k )-------- )-------------- Bay Left Left Right Right Id --- Sup ----- Lap ----- Lap ----- Sup ----- 1 0.74 Lap -1.08 =1.17 2 1.08 0.99 -0.94 -1.03 3 1.05 0.96 -0.97 -1.06 4 1.06 0.96 -0.97 -1.06 5 1.08 0.98 -0.95 -1.04 6 0.99 0.90 -1.04 -1.13 7 1.28 1.19 -1.28 -1.37 8 1.34 1.24 -1.22 -1.31 9 1.32 1.23 -1.24 -1.33 10 1.33 1.24 -1.22 -1.32 11 1.33 1.24 4'.33 -0.79 --------------MOMENT(f-k )-------------- Left Left Mid -Span Right Right Sup Lap Mom Loc Lap Sup ----- 0.00 ----- ----- -2.55 ----- 6.95 ----- 2.93 ----- 392. 3.92 3.01 -1.62 10.23 2.57 3.43 3.43 2.55 -1.81 9.95 2.65 3.54 3.54 2.65 -1.73 9.97 2.71 3.60 3.60 2.70 -1.88 10.17 2.37 3.24 3.24 2.41 -1.38 9.34 3.69 4.63 4.63 3.55 -3.09 12.08 4.60 5.75 5.75 .4.63 -2.67 12.62 4.34 5.44 5.45 4'.33 -2.77 12.46 4.44 5.56 5.56 4.44 -2.79 12.56 4.29 5.41 5.41 4.28 -2.94 12.55 0.00 04/23/00 SWDES-F Page 29 of 33 I TANK FARM/PACKAGING BUILDING FRONT SIDEWALL DESIGN STRESS/DEFLECTION: Span Id 1 2 3 4 5 6 7 8 9 10 11 ------SHEAR(k )------ Loc Calc Allow UC RL -1.08 3.21 0.34 LL 0.99 3.21 0.31 RL -0.97 3.21 0.30 RL -0.97 3.21 0.30 LL 0.98 3.21 0.31 RL -1.04 3.21 0.32 RL -1.28 3.21 0.40 LL 1.24 3.21 0.39 RL -1.24 3.21 0.38 LL 1.24 3.21 0.39 LL 1.24 3.21 0.38 -----MOMENT(f-k )---- Loc Calc Allow UC RL 2.93 5.62 0.52 LL 3.01 5.62 0.54 RL 2.65 5.62 0.47 RL 2.71 5.62 0.48 LL 2.70 5.62 0.48 RL 3.69 5.62 0.66 RL 4.60 5.62 0.82 LL 4.63 5.62 0.82 RL 4.44 5.62 0.79 LL 4.44 5.62 0.79 LL 4.28 5.62 0.76 Mom+Shr DEFLECTION(in) Loc UC Calc Allow RL 0.32 -0.43 1.20 LL 0.32 -0.25 1.33 RL 0.26 -0.31 1.33 RL 0.27 -0.28 1.33 LL 0.27 -0.33 1.33 RL 0.47 -0.16 1.33 RL 0.73 -0.88 1.67 LL 0.74 -0.67 1.67 RL 0.68 -0.72 1.67 LL 0.68 -0.73 1.67 LL 0.64 -0.57 1.33 I WIND SUCTION : ---------------- GIRT ANALYSIS: Bay Id 1 2 3 4 5 6 7 8 9 10 11 ---------SHEAR(k )-------- Left Left Right Right Sup Lap Lap Sup -0.74 1.08 1.17 -1.08 -0.99 0.94 1.03 -1.05 -0.96 0.97 1.06 -1.06 -0.96 0.97 1.06 -1.08 -0.98 0.95 1.04 -0.99 -0.90 1.04 1.13 -1.28 -1.19 1.28 1.37 -1.34 -1.24 1.22 1.31 -1.32 -1.23 1.24 1.33 -1.33 -1.24 1.22 1.32 -1.33 -1.24 0.79 STRESS/DEFLECTION: Span Id 1 2 3 4 5 6 7 8 9 10 11 ------SHEAR(k )------ Loc Calc Allow UC RL 1.08 3.21 0.34 LL -0.99 3.21 0.31 RL 0.97 3.21 0.30 RL 0.97 3.21 0.30 LL -0.98 3.21 0.31 RL 1.04 3.21 0.32 RL 1.28 3.21 0.40 LL -1.24 3.21 0.39 RL 1.24 3.21 0.38 LL -1.24 3.21 0.39 LL -1.24 3.21 0.38 --------------MOMENT(f-k )-------------- 3.93 0.65 Left Left Mid -Span 0.54 Right Right Sup Lap Mom Loc Lap Sup 0.00 -2.70 2.55 6.95 -2.93 -3.92 -3.92 -3.01 1.62 10.23 -2.57 -3.43 -3.43 -2.55 1.81 9.95 -2.65 -3.54 -3.54 -2.65 1.73 9.97 -2.71 -3.60 -3.60 -2.70 1.88 10.17 -2.37 -3.24 -3.24 -2.41 1.38 9.34 -3.69 -4.63 -4.63 -3.55 3.09 12.08 -4.60 -5.75 -5.75 -4.63 2.67 12.62 -4.34 -5.44 -5.45 -4.33 2.77 12.46 -4.44 -5.56 -5.56 -4.44 2.79 12.56 -4.29 =5.41 -5.41 -4.28 2.94 12.55 0.00 MOMENT(f-k Loc Calc Allow UC MS 2.55 3.93 0.65 LL -3.01 5.62 0.54 RL -2.65 5.62 0.47 RL -2.71 5.62 0.48 LL -2.70 5.62 0.48 RL -3.69 5.62 0.66 RL -4.60 5.62 0.82 LL -4.63 5.62 0.82 RL -4.44 5.62 0.79 LL -4.44 5.62 0.79 LL -4.28 5.62 0.76 Mom+Shr DEFLECTION(in) Loc UC Calc Allow RL 0.32 0.43 1.20 LL 0.32 0.25 1.33 RL 0.26 0.31 1.33 RL 0.27 0.28 1.33 LL 0.27 0.33 1.33 RL 0.47 0.16 1.33 RL 0.73 0.88 1.67 LL 0.74 0.67 1.67 RL 0.68 0.72 1.67 LL 0.68 0.73 1.67 LL 0.64 0.57 1.33 04/23/00 SWDES-F Page 30 of 33 TANK FARM/PACKAGING BUILDING FRONT SIDEWALL DESIGN 1753#1BCR Girt Design Report 4/21/00 1:49pm ------------------- GIRT # 5 ; SPAN # 1 ------------------- GIRT LAYOUT: Bay Girt Bay Lap Dist(ft) Girt Girt Id --- Size -------- Width ----- Left ---- Right ----- Location -------- Weight ------ 1 8x30Z16 18.00 -2.54 0.8-8 43.5000 60.0 2 8x30Z16 20.00 0.88 0.88 43.5000 69.2 3 8x30Z16 20.00 0.88 0.88 43.5000 69.2 4 8x30Z16 20.00 0.88 0.88 43.5000 69.2 5 8x30Z16 20.00 0.88 0.88 43.5000 69.2 6 8x30Z16 20.00 0.88 0.88 43.5000 69.2 7 8x30Z16 25.00 0.88 0.88 43.5000 85.1 8 8x30Z16 25.00 0.88 0.88 43.5000 85.1 9 8x30Z16 25.00 0.88 0.88 43.5000 85.1 10 8x30Z16 25.00 0.88 0.88 43.5000 85.1 11 8x30Z16 20.00 0.88 43.5000 66.4 WIND PRESSURE : ---------------- GIRT ANALYSIS: Bay Id 1 2 3 4 5 6 7 8 9 10 11 ---------SHEAR(k )-------- Left Left Right Right Sup Lap Lap Sup ----- ----- ----- ----- 0.73 -1.07: -1.16 1.08 0.98 -0.94 -1.03 1.05 0.95 -0.96 -1.06 1.05 0.96 -0.96 -1.05 1.07 0.98 -0.94 -1.03 0.98 0.89 -1.03 -1.12 1.27 1.18 -1.27 -1.36 1.33 1.23 -1.21 -1.30 1.31 1.22 -1.23 -1.32 1.32 1.23 -1.22 -1.31 1.32 1.23 -0.78 812.5 --------------MOMENT(f-k )-------------- Left Left Mid -Span Right Right Sup ----- Lap ----- Mom ----- Loc ----- Lap ----- Sup ----- 0.00 -2.54 6.95 2.91 3.89 3.89 2.99 -1.61 10.23 2.55 3.41 3.41 2.53 -1.80 9.95 2.63 3.51 3.51 2.63 -1.71 9.97 2.69 3.58 3.58 2.68 -1.86 10.17 2.35 3.21 3.21 2.39 -1.37 9.34 3.66 4.60 4.60 3.53 -3.07 12.08 4.57 5.71 5.71 4.59 -2.66 12.62 4.31 5.41 5:41 4.30 -2.75 12.46 4.41 5.52 5.52 4.41 -2.77 12.56 4.26 5.37 5.37 4.25 -2.92 12.55 0.00 04/23/00 SWDES-F Page 31 of 33 I TANK FARM/PACKAGING BUILDING FRONT SIDEWALL DESIGN STRESS/DEFLECTION? Span Id 1 2 3 4 5 6 7 8 9 10 11 ------SHEAR(k )------ Loc Calc Allow UC --- ------ ----- ---- RL -1.07 3.21 0.33 LL 0.98 3.21 0.31 RL -0.96 3.21 0.30 RL -0.96 3.21 0.30 LL 0.98 3.21 0.30 RL -1.03 3.21 0.32 RL -1.27 3.21 0.39 LL 1.23 3.21 0.38 RL -1.23 3.21 0.38 LL 1.23 3.21 0.38 LL 1.23 3.21 0.38 -----MOMENT(f-k )---- 0.31 Loc Calc Allow UC --- RL ------ 2.91 ----- 5.62 ---- 0.52 LL 2.99 5.62 0.53 RL 2.63 5.62 0.47 RL 2.69 5.62 0.48 LL 2.68 5.62 0.48 RL 3.66 5.62 0.65 RL 4.57 5.62 0.81 LL 4.59 5.62 0.82 RL 4.41 5.62 0.78 LL 4.41 5.62 0.78 LL 4.25 5.62 0.76 Mom+Shr DEFLECTION(in) Loc UC Calc Allow RL 0.31 -0.43 1.20 LL 0.32 -0.24 1.33 RL 0.25 -0.31 1.33 RL 0.26 -0.28 1.33 LL 0.26 -0.33 1.33 RL 0.46 -0.16 1.33 RL 0.72 -0.88 1.67 LL 0.73 -0.67 1.67 RL 0.67 -0.72' 1.67 LL 0.67 -0.73 1.67 LL 0.63 -0.56 1.33 n WIND SUCTION : ---------------- GIRT ANALYSIS: Bay Id 1 2 3 4 5 6 7 8 9 10 11 ---------SHEAR(k )-------- Left Left Right Right Sup Lap Lap Sup ----- ----- ----- ----- -0.73 1.07 1.16 -1.08 -0.98 0.94 1.03 -1.05 -0.95 0.96. 1.06 -1.05 -0.96 0.96 1.05 -1.07 -0.98 0.94 1.03 -0.98 -0.89 1.03 1.12 -1.27 -1.18 1.27 1.36 -1.33 -1.23 1.21 1.30 -1.31 -1.22 1.23 1.32 -1.32 -1.23 1.22 1.31 -1.32 -1.23 0.78 STRESS/DEFLECTION: Span Id 1 2 3 4 5 6 7 8 9 10 11 ------SHEAR(k )------ Loc Calc Allow UC --- ------ ----- ---- RL 1.07 3.21 0.33 LL -0.98 3.21 0.31 RL 0.96 3.21 0.30 RL 0.96 3.21 0.30 LL -0.98 3.21 0.30 RL 1.03 3.21 0.32 RL 1.27 3.21 0.39 LL -1.23 3.21 0.38 RL 1.23 3.21 0.38 LL -1.23 3.21 0.38 LL -1.23 3.21 0.38 --------------MOMENT(f-k )-------------- Left Left Mid -Span Right Right Sup Lap Mom Loc Lap Sup ----- ----- ----- ----- ----- ----- 0.00 2.54 6.95 -2.91 -3.89 -3.89 -2.99 1.61 10.23 -2.55 -3.41 -3.41 -2.53 1.80 9.95 -2.63 -3.51 -3.51 -2.63 1.71 9.97 -2.69 -3.58 -3.58 -2.68 1.86 10.17 -2.35 -3.21 -3.21 -2.39 1.37 9.34 -3.66 -4.60 -4.60 -3.53 3.07 12.08 -4.57 -5.71 -5.71 -4.59 2.66 12.62 -4.31 -5.41 -5.41 -4.30 2.75 12.46 -4.41 -5.52 -5.52 -4.41 2.77. 12.56 -4.26 -5.37 -5.37 -4.25 2.92 12.55 0.00 -----MOMENT(f-k )---- Loc Calc Allow UC --- ------ ----- ---- MS 2.54 3.93 0.65 LL -2.99 5.62 0.53 RL -2.63 5.62 0.47 RL -2.69 5.62 0.48 LL -2.68 5.62 0.48 RL -3.66 5.62 0.65 RL -4.57 5.62 0.81 LL -4.59 5.62 0.82 RL -4.41 5.62 0.78 LL -4.41 5.62 0.78 LL -4.25 5.62 0.76 Mom+Shr DEFLECTION(in) Loc UC Calc Allow RL 0.31 0.43 1.20 LL 0.32 0.24 1.33 RL 0.25 0.31 1.33 RL 0.26 0.28 1.33 LL 0.26 0.33 1.33 RL 0.46 0.16 1.33 RL 0.72 0.88 1.67 LL 0.73 0.67 1.67 RL 0.67 0.72 1.67 LL 0.67 0.73 1.67 LL 0.63 0.56 1.33 04/23/00 SWDES-F Page 32 of 33 TANK FARM/PACKAGING BUILDING FRONT SIDEWALL DESIGN -----------------=------------------------------------------------------------ ------------------------------------------------------------------------------ 1753#1BCR Wall Panel Report 4/21/00 1:49pm -------------------------------=---------------------------------------------- ------------------------------------------------------------------------------ PANEL REACTIONS: (Back Sidwall, Bay= 1) Panel: Type = HR ; Gage = 26.00 ; Yield = 80 MOMENTS & DEFLECTION: --- Deflect(in)',- Calc Allow UC -0.27 0.78 0.34 0.27 0.78 0.34 -0.07 0.79 0.08 0.07 0.79 0.08 -0.13 0.79 0.17 0.13 0.79 0.17 -0.07 0.79 0.09 0.07 0.79 0.09 -0.26 0.78 0.33 0.26 0.78 0.33 ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ 1753#1BCR Weight Summary 4/21/00 1:49pm ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ Girts = 4315.20 Frame Openings = 0.00 4315.20 1753#1BCR Sidewall Design Warning Report 4/21/00 1:49pm . No Warnings 04/23/00 SWDES-F Page 33 of 33 0 --------- Moment(ft-lb/ft)--------- Span Span LD Support Midspan Id (ft) Id Calc Allow UC Calc Allow UC ---- 1 ----- 5.88 -- WP ----- 86.9 ----- 203.8 ---- 0.43 ----- -63.8 ----- 164.1 ---- 0.39 WS -86.9 164.1 0.53 63.8 203.8 0.31 2 5.92 WP 86.9 203.8 0.43 -28.0 164.1 0.17 WS -86.9 164.1 0.53 28.0 203.8 0.14 3 5.92 WP 66.2 203.8 0.32 -38.1 164.1 0.23 WS -66.2 164.1 0.40 38.1 203.8 0.19 4 5.92 WP 86.0 203.8 0.42 -28.3 164.1 0.17 WS -86.0 164.1 0.52 28.3 203.8 0.14 5 5.83 WP 86.0 203.8 0.42 -62.8 164.1 0.38 WS -86.0 164.1 0.52 62.8 203.8 0.31 --- Deflect(in)',- Calc Allow UC -0.27 0.78 0.34 0.27 0.78 0.34 -0.07 0.79 0.08 0.07 0.79 0.08 -0.13 0.79 0.17 0.13 0.79 0.17 -0.07 0.79 0.09 0.07 0.79 0.09 -0.26 0.78 0.33 0.26 0.78 0.33 ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ 1753#1BCR Weight Summary 4/21/00 1:49pm ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ Girts = 4315.20 Frame Openings = 0.00 4315.20 1753#1BCR Sidewall Design Warning Report 4/21/00 1:49pm . No Warnings 04/23/00 SWDES-F Page 33 of 33 0 TANK FARM/PACKAGING BUILDING BACK SIDEWALL DESIGN *1753#1BCR Sidewall Design Input File 4/23/-0 12:14am (1) JOBID: '1753#1BCR' *(2)PROGRAM OPTIONS: * Sidewall Run Run Lap Steel * Id Girt Panel Stiff Code 'B' 'Y' 'Y' .50 'WS' *(3)DESIGN CONSTANTS: * ----- Steel—Yield ----- Stress—Ratio ---Deflect.Ratio--- Wind—Load * C -Sec W -Sec R -Sec Panel Girt Panel Girt Panel PartW Ratio 50.0 50.0 50.0 80.0 1.03 1.03 180. 90. 90. 1.00 *(4) REPORTS: * Input Wall Door Wall * Echo Girt Jamb Panel 'I' 'Y' 'Y' 'Y' *(5)BUILDING TYPE: * Build L_Expand_EW R_Expand_EW * Type Use Offset Use Offset 'FF' 'Y' 24.000 'Y' 24.000 *(6)BUILDING SHAPE: (Max: 14 surfaces) * No. * Surf X_Coord Y_Coord 4 0.0000 50.0000 35.0000 52.9167 70.0000 50.0000 70.0000 0.0000 *(7)SIDEWALL BAY SPACING: (Max: 40 bays) * Sets Of Bay No. * Bays Width Bays 3 22.0000 1 25.0000 4 20.0000 6 *(8)FRAMED OPENINGS: * No. Bay Open Open Open Open Sill Base Set Member * Open Id Width Height Offset Type Height Elev Depth Select 0 *(9)PARTIAL WALLS: * Set Of Base Full * Bays Type Load 2 'C' 'N' 'C' 'N' --Bay_Id-- Wall Start End Height 1 6 24.3333 7 11 19.8750 04/23/00 SWDES-B Pagel of 33 TANK FARM/PACKAGING BUILDING BACK SIDEWALL DESIGN *(10)GIRT DESIGN: * Girt In_Flg Set Set Max Max_Unbr * Type Brace Depth Lap Space Length 'ZB' 'N' 8.000 0.0000 7.3333 10.0000 *(11)GIRT LOCATION: * Set No. Girt * Loc Girt Location 'N' 0 *(12)WALL PANELS: * Panel Panel * Type Gage 'HR 26.00 *(13)LOADING: * * Wind Wind * Pressure Suction 17.9 -17.9 Girt/Header 23.8 -23.8 Panel 17.9 -17.9 Jamb 04/23/00 SWDES-B Page 2 of 33 I TANK FARM/PACKAGING BUILDING BACK SIDEWALL DESIGN -----------------=------------------------------------------------------------ ------------------------------------------------------------------------------ 1753#1BCR Girt Design Report 4/23/00 12:14am ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ ------------------- GIRT # 1 ; SPAN # 1 ------------------- GIRT LAYOUT: Bay Girt Bay Lap Dist(ft) Id Size Width Left Right ----------- ----- ---- ----- 7 8x30C14 20.00 WIND PRESSURE : ---------------- GIRT ANALYSIS: Girt Girt Location Weight -------- ------ 19.8750 78.0 78.0 ---------SHEAR(k )----------------------MOMENT(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 7 0.53 -0.53 0.00 -2.63 10.00 0.00 STRESS/DEFLECTION: Span------SHEAR(k )-----------MOMENT(f-k )---- Mom+Shr Id Loc Calc Allow UC Loc Calc Allow UC Loc UC ---- --- ------ ----- ---- --- ------ ----- ---- --- ---- 7 LS 0.53 6.10 0.09 MS -2.63 7.48 0.35 LS 0.01 DEFLECTION(in) Calc Allow -0.61 2.67 04/23/00 SWDES-B Page 3 of 33 0 TANK FARM/PACKAGING BUILDING BACK SIDEWALL DESIGN WIND SUCTION ---------------- GIRT ANALYSIS: ---------SHEAR(k )----------------------MOMENT(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 7 -0.53 0.53 0.00 2.63 10.00 0.00 STRESS/DEFLECTION: Span------SHEAR(k )-----------MOMENT(f-k )---- Mom+Shr DEFLECTION(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow ---- --- ------ ----- ---- --- ------ ----- ---- --- ---- ------ ----- 7 LS -0.53 6.10 0.09 MS 2.63 2.99 0.88 LS 0.01 0.61 2.67 04/23/00 SWDES-B Page 4 of 33 0 TANK FARM/PACKAGING BUILDING BACK SIDEWALL DESIGN 1753#1BCR Girt Design Report 4/23/00 12:14am GIRT LAYOUT: Bay Girt Id Size 8 8x30C14 WIND PRESSURE : ---------------- GIRT ANALYSIS: ------------------- GIRT # 1 ; SPAN # 2 ------------------- Bay Lap Dist(ft) Width Left Right 20.00 Girt Girt Location Weight 19.8750 78.0 78.0 ---------SHEAR(k )----------------------MOMENT(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup -- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 8 0.53 -0.53 0.00 -2.63 10.00 0.00 STRESS/DEFLECTION: Span------SHEAR(k )-----------MOMENT(f-k )---- Mom+Shr DEFLECTION(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow ---- --- ------ ----- ---- --- ------ ----- ---- --- ---- ------ ----- 8 LS 0.53 6.10.0.09 MS -2.63 7.48 0.35 LS 0.01 -0.61 2.67 04/23/00 SWDES-B Page 5 of 33 n TANK FARM/PACKAGING BUILDING BACK SIDEWALL DESIGN WIND SUCTION : ---------------- GIRT ANALYSIS: ---------SHEAR(k )----------------------MOMENT(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 8 -0.53 0.53 0.00 2.63 10.00 0.00 STRESS/DEFLECTION: Span------SHEAR(k )-----------MOMENT(f-k )---- Mom+Shr DEFLECTION(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow ---- --- ------ ----- ---- --- ------ ----- ---- --- ---- ------ ----- 8 LS -0.53 6.10 0.09 MS 2.63 2.99 0.88 LS 0.01 0.61 2.67 04/23/00 SWDES-B Page 6 of 33 TANK FARM/PACKAGING BUILDING BACK SIDEWALL DESIGN -----------------=------------------------------------------------------------ ------------------------------------------------------------------------------ 1753#1BCR Girt Design Report 4/23/00 12:14am ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ ------------------- GIRT # 1 ; SPAN # 3 ------------------- GIRT LAYOUT: Bay Girt Bay Lap Dist(ft) Girt Girt Id Size Width Left Right Location Weight ----------- ----- ---- ------------- ------ 9 8x30C14 20.00 19.8750 78.0 78.0 WIND PRESSURE : ---------------- GIRT ANALYSIS: --------- SHEAR(k ) ----- ----------------MOMENT(f-k ) ---------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 9 0.53 -0.53 0.00 -2.63 10.00 0.00 STRESS/DEFLECTION: Span ------SHEAR(k )------ -----MOMENT(f-k )---- Mom+Shr Id Loc Calc Allow UC Loc Calc Allow UC Loc UC ---- 9 --- ------ ----- ---- LS 0.53 6.10 0.09 --- ------ ----- ---- MS -2.63 7.48 0.35 --- ---- LS 0.01 DEFLECTION(in) Calc Allow -0.61 2.67 04/23/00 SWDES-B Page 7 of 33 n TANK FARM/PACKAGING BUILDING BACK SIDEWALL DESIGN WIND SUCTION : ---------------- GIRT ANALYSIS: ---------SHEAR(k )----------------------MOMENT(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 9 -0.53 0.53 0.00 2.63 10.00 0.00 STRESS/DEFLECTION: Span------SHEAR(k )-----------MOMENT(f-k )---- Mom+Shr DEFLECTION(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow s ---- --- ------ ----- ---- --- ------ ----- ---- --- ---- ------ ----- 9 LS —0.53 6.10 0.09 MS 2.63 2.99 0.88 LS 0.01 0.61 2.67 04/23/00 SWDES-B Page 8 of 33 TANK FARM/PACKAGING BUILDING BACK SIDEWALL DESIGN ------------------------------------------------------------------------------ 1753#1BCR Girt Design Report 4/23/00 12:14am ------------------- GIRT ------------------ GIRT # 1; SPAN # 4 ------------------- GIRT LAYOUT: Bay Girt Bay Lap Dist(ft) Girt Girt Id Size Width Left Right Location Weight -� ----------- ----- ---- ------------- ------ 10 8x30C14 20.00 19.8750 78.0 78.0 WIND PRESSURE ---------------- GIRT ANALYSIS: ---------SHEAR(k )----------------------MOMENT(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 10 0.53 -0.53 0.00 -2.63 10.00 0.00 STRESS/DEFLECTION: Span ------SHEAR(k )------ -----MOMENT(f-k )---- Mom+Shr Id Loc Cald Allow UC Loc Calc Allow UC Loc UC ---- 10 --- ------ ----- ---- LS 0.53 6.10 0.09 --- ------ ----- ---- MS -2.63 7.48 0.35 --- ---- LS 0.01 DEFLECTION(in) Calc. Allow -0.61 2.67 04/23/00 SWDES-B Page 9 of 33 TANK FARM/PACKAGING BUILDING BACK SIDEWALL DESIGN WIND SUCTION : ---------------- GIRT ANALYSIS: ---------SHEAR(k )----------------------MOMENT(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 10 -0.53 0.53 0.00 2.63 10.00 0.00 STRESS/DEFLECTION: Span------SHEAR(k )-----------MOMENT(f-k )---- Mom+Shr DEFLECTION(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow ---- --- ------ ----- ---- --- ------ ----- ---- --- ---- ------ ----- 10 LS -0.53 6.10 0.09 MS 2.63 2.99 0.88 LS 0.01 0.61 2.67 04/23/00 SWDES-B Page 10 of 33 TANK FARM/PACKAGING BUILDING BACK SIDEWALL DESIGN ------------------------------------------------------------------------------ 1753#1BCR Girt Design Report 4/23/00 12:14am ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ ------------------- GIRT # 1 ; SPAN # 5 ------------------- GIRT LAYOUT: Bay Girt Bay Lap Dist(ft) Id Size Width Left Right ----------- ----- ---- ----- 11 8x30C16 18.00 WIND PRESSURE : ---------------- GIRT ANALYSIS: Girt Girt Location Weight -------- ------ 19.8750 57.2 57.2 ---------SHEAR(k )----------------------MOMENT(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- --=-- ----- ----- ----- ----- 11 0.47 -0.47 0.00 -2.13 9.00 0.00 STRESS/DEFLECTION: Span------SHEAR(k )-----------MOMENT(f-k )---- Mom+Shr DEFLECTION(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc. Allow ---- --- ------ ----- ---- --- ------ ----- ---- --- ---- ------ ----- 11 LS 0.47 2.67 0.18 MS 72.13 5.20 0.41 LS 0.03 -0.52 2.40 04/23/00 SWDES-B Page I I of 33 TANK FARM/PACKAGING BUILDING BACK SIDEWALL DESIGN WIND SUCTION : . ---------------- GIRT ANALYSIS: ---------SHEAR k Bay Left Left Right Right Id- -Sup -Lap- -Lap- -Sup- 11 -0.47 0.47 STRESS/DEFLECTION: --------------MOMENT(f-k )------- Left Left Mid -Span Right Right -Sup- -Lap- -Mom- -Loc Lap Sup 0.00 2.13 9 ----- ----- 00 0.00 Span------SHEAR(k ) -----_ __MOMENT(f-k )---- -Id Loc Calc Allow UC Loc Calc Allow Mom+Shr DEFLECTION(in) -- --- _____ _ UC Loc UC Calc Allow 11 LS -0.47 2.67 0 18 MS --2-13 -2 08 1.02 LS 0.03 0.52 2--- 40 04/23/00 S WDES-B Page 12 of 33 A TANK FARM/PACKAGING BUILDING BACK SIDEWALL DESIGN --------- -- -- --------------------------------------------------- 1753#1BCR Girt Design Report 4/23/00 12:14am ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ GIRT LAYOUT: Bay Girt Id Size 1 8x30C16 WIND PRESSURE : ---------------- GIRT ANALYSIS: ------------------- GIRT # 1 ; SPAN # 1 ------------------- Bay Lap Dist(ft) Width Left Right 20.00 Girt Girt Location Weight 24.3333 63.6 63.6 ----------SHEAR(k )----------------------MOMENT(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ------ 1 0.13 -0.13 0.00 -0.63 10.00 0.00 STRESS/DEFLECTION: Span------SHEAR(k )-----------MOMENT(f-k )---- Mom+Shr DEFLECTION(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow ---- --- ------ ----- ---- --- ------ ----- ---- --- ---- ------ ----- 1 LS 0.13 2.67 0.05 MS -0.63 5.20 0.12 LS 0.00 -0.19 2.67 04/23/00 SWDES-B Page 13 of 33 I TANK FARM/PACKAGING BUILDING BACK SIDEWALL DESIGN WIND SUCTION : ---------------- GIRT ANALYSIS: ---------SHEAR(k )----------------------MOMENT(f-k )------------ Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc L•ap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -0.13 0.13 0.00 0.63 10.00 0.00 STRESS/DEFLECTION: Span ------SHEAR(k )------ -----MOMENT(f-k )---- Mom+Shr Id ---- Loc Calc Allow UC --- ------ Loc Calc Allow UC Loc UC 1 ----- ---- LS -0.13 2.67 0.05 --- ------ ----- ---- MS 0.63 2.08 0.31 --- ---- LS 0.00 DEFLECTION(in) Calc Allow 0.19 2.67 04/23/00 SWDES-B Page 14 of 33 TANK FARM/PACKAGING BUILDING BACK SIDEWALL DESIGN ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ 1753#1BCR Girt Design Report 4/23/00 12:14am ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ GIRT LAYOUT: Bay Girt Id Size - - --- 2 8x30C16 WIND PRESSURE : ---------------- GIRT ANALYSIS: ------------------- GIRT # 1 ; SPAN # 2 ------------------- Bay Lap Dist(ft) Width Left Right 25.00 Girt Girt Location Weight 24.3333 79.5 79.5 ---------SHEAR(k )----------------------MOMENT(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 0.16 -0.16 0.00 -0.99 12.50 0.00 STRESS/DEFLECTION: Span------SHEAR(k )-----------MOMENT(f-k )---- Mom+Shr Id Loc Calc Allow UC Loc Calc Allow UC Loc UC ---- --- ------ ----- ---- --- ------ ----- ---- --- ---- 2 LS 0.16 2.67 0.06 MS -0.99 5.20 0.19 LS 0.00 DEFLECTION(in) Calc. Allow -0.47 3.33 04/23/00 SWDES-B Page 15 of 33 TANK FARM/PACKAGING BUILDING BACK SIDEWALL DESIGN WIND SUCTION : ---------------- GIRT ANALYSIS: ---------SHEAR(k )----------------------MOMENT(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 -0.16 0.16 0.00 0.99 12.50 0.00 STRESS/DEFLECTION: Span------SHEAR(k )-----------MOMENT(f-k )---- Mom+Shr DEFLECTION(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow i ---- --- ------ ----- ---- --- ------ ----- ---- --- ---- ------ ----- 2 LS -0.16 2.67 0.06 MS 0.99 2.08 0.48 LS 0.00 0.47 3.33 04/23/00 SWDES-B Page 16 of 33 TANK FARM/PACKAGING BUILDING BACK SIDEWALL DESIGN 1753#1BCR Girt Design Report 4/23/00 12:14am ------------------- GIRT # 1 ; SPAN # 3 ------------------- GIRT LAYOUT: Bay Girt Bay Lap Dist(ft) Id Size Width Left Right ----------- ----- ---- ----- 3 8x30C16 25.00 WIND PRESSURE : ---------------- GIRT ANALYSIS: Girt Girt Location Weight -------- ------ 24.3333 79.5 79.5 ---------SHEAR(k )----------------------MOMENT(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ---- ----- ----- ----- ----- ----- ----- ----- 3 0.16 -0.16 0.00 -0.99 12.50 0.00 STRESS/DEFLECTION: Span------SHEAR(k )-----------MOMENT(f-k )---- Mom+Shr DEFLECTION(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow ---- --- ------ ----- ---- --- ------ ----- ---- --- ---- ------ ----- 3 LS 0.16 2.67 0.06 MS -0.99 5.20 0.19 LS 0.00 -0.47 3.33 04/23/00 SWDES-B Page 17 of 33 0 TANK FARM/PACKAGING BUILDING BACK SIDEWALL DESIGN WIND SUCTION : - ---------------- GIRT ANALYSIS: ---------SHEAR(k )----------------------MOMENT(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ---- ----- ----- ----- 3 -0.16 0.16 0.00 0.99 12.50 0.00 STRESS/DEFLECTION: Span ------SHEAR(k )------ -----MOMENT(f-k )---- Mom+Shr Id ---- Loc Calc Allow UC Loc Calc Allow UC Loc UC 3 --- ------ ----- ---- LS -0.16 2.67 0.06 --- ------ ----- ---- MS 0.99 2.08 0.48 --- ---- LS 0.00 DEFLECTION(in) Calc Allow 0.47 3.33 04/23/00 SWDES-B Page 18 of 33 I TANK FARM/PACKAGING BUILDING BACK SIDEWALL DESIGN 1753#1BCR Girt Design Report 4/23/00 12:14am ------------------- GIRT # 1 ; SPAN #_4 ------------------- GIRT LAYOUT: Bay Girt Bay Lap Dist(ft) Id Size Width Left Right ----------- ----- ---- ----- 4 8x30C16 25.00 WIND PRESSURE : ---------------- GIRT ANALYSIS: Girt Girt Location Weight -------- ------ 24.3333 79.5 79.5 ---------SHEAR(k )----------------------MOMENT(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 4 0.16 -0.16 0.00 -0.99 12.50 0.00 STRESS/DEFLECTION: Span ------SHEAR(k )------ -----MOMENT(f-k )---- Mom+Shr DEFLECTION(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow ---- 4 --- ------ ----- ---- LS 0.16 2.67 0.06 --- ------ ----- ---- MS -0.99 5.20 0.19 --- ---- LS 0.00 ------ ----- -0.47 3.33 04/23/00 SWDES-B Page 19 of 33 n TANK FARM/PACKAGING BUILDING BACK SIDEWALL DESIGN WIND SUCTION : - ---------------- GIRT ANALYSIS: ---------SHEAR(k )----------------------MOMENT(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 4 -0.16 0.16 0.00 0.99 12.50 0.00 STRESS/DEFLECTION: Span------SHEAR(k )-----------MOMENT(f-k )---- Mom+Shr DEFLECTION(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow j ---- --- ------ ----- ---- --- ------ ----- ---- --- ---- ------ ----- 4 LS -0.16 2.67 0.06 MS 0.99 2.08 0.48 LS. 0.00 0.47 3.33 04/23/00 SWDES-B Page 20 of 33 TANK FARM/PACKAGING BUILDING BACK SIDEWALL DESIGN ------------------------------------------------------------------------------ 1753#1BCR Girt Design Report 4/23/00 12:14am GIRT LAYOUT: Bay Girt Id Size 5 8x30C16 WIND PRESSURE : ---------------- GIRT ANALYSIS: ------------------- GIRT ------------------ GIRT # 1;.SPAN # 5 ------------------- Bay Lap Dist(ft) Width Left Right 25.00 Girt Location 24.3333 Girt Weight 79.5 79.5 ---------SHEAR(k )----------------------MOMENT(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 5 0.16 -0.16 0.00 -0.99 12.50 0.00 STRESS/DEFLECTION: Span------SHEAR(k )-----------MOMENT(f-k )---- Mom+Shr Id Loc Calc Allow UC Loc Calc Allow UC Loc UC ---- --- ------ ----- ---- --- ------ ----- ---- --- ---- 5 LS 0.16 2.67 0.06 MS -0.99 5.20 0.19 LS 0.00 DEFLECTION(in) Calc. Allow -0.47 3.33 04/23/00 SWDES-B Page 21 of 33 I TANK FARM/PACKAGING BUILDING BACK SIDEWALL DESIGN WIND SUCTION : ---------------- GIRT ANALYSIS: ---------SHEAR(k )----------------------MOMENT(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 5 -0.16 0.16 0.00 0.99 12.50 0.00 STRESS/DEFLECTION: Span------SHEAR(k )-----------MOMENT(f-k )---- Mom+Shr DEFLECTION(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow i ---- --- ------ ----- ---- --- ------ ----- ---- --- ---- ------ ----- 5 LS -0.16 2.67 0.06 MS 0.99 2.08 0.48 LS 0.00 0.47 3.33 04/23/00 SWDES-B Page 22 of 33 TANK FARM/PACKAGING BUILDING BACK SIDEWALL DESIGN 1753#1BCR Girt Design Report 4/23/00 12:14am ------------------- GIRT # 1 ; SPAN # 6 ------------------- GIRT LAYOUT: Bay Girt Bay Lap Dist(ft) Id Size Width Left Right ----------- ----- ---- ----- 6 8x30C16 20.00 WIND PRESSURE : ---------------- GIRT ANALYSIS: Girt Girt Location Weight -------- ------ 24.3333 63.6 63.6 ---------SHEAR(k )----------------------MOMENT(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 6 0.13 -0.13 0.00 -0.63 10.00 0.00 STRESS/DEFLECTION: Span------SHEAR(k )-----------MOMENT(f-k )---- Mom+Shr Id Loc Calc Allow UC Loc Calc Allow UC Loc UC ---- --- ------ ----- ---- --- ------ ----- ---- --- ---- 6 LS 0.13 2.67 0.05 MS -0.63 5.20 0.12 LS 0.00 DEFLECTION(in) Calc. Allow -0.19 2.67 04/23/00 SWDES-B Page 23 of 33 I TANK FARM/PACKAGING BUILDING BACK SIDEWALL DESIGN WIND SUCTION : ---------------- GIRT ANALYSIS: ---------SHEAR(k )----------------------MOMENT(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 6 -0.13 0.13 0.00 0.63 10.00 0.00 STRESS/DEFLECTION: Span ------SHEAR(k )------ -----MOMENT(f-k )---- Mom+Shr Id ----- Loc Calc Allow UC --- ------ Loc Calc Allow UC Loc UC 6 ----- ---- LS -0.13 2.67 0.05 --- ------ ----- ---- MS 0.63 2.08 0.31 --- ---- LS 0.00 DEFLECTION(in) Calc Allow 0.19 2.67 04/23/00 SWDES-B Page 24 of 33 TANK FARM/PACKAGING BUILDING BACK SIDEWALL DESIGN ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ 1753#1BCR Girt Design Report 4/23/00 12:14am ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ ------------------- GIRT # 2 ; SPAN # 1 ------------------- GIRT LAYOUT: Bay Girt Bay Lap Dist(ft) Girt Id Size Width Left Right Location --- 1 -------- 8x30Z16 ----- 20.00 ---- ----- 0.88 -------- 25.7500 2 8x30Z16 25.00 0.88 0.88 25.7500 3 8x30Z16 25.00 0.88 0.88 25.7500 4 8x30Z16 25.00 0.88 0.88 25.7500 5 8x30Z16 25.00 0.88 0.88 25.7500 6 8x30Z16 20.00 0.88 0.88 25.7500 7 8x30Z16 20.00 0.88 0.88 25.7500 8 8x30Z16 20.00 0.88 0.88 25.7500 9 8x30Z16 20.00 0.88 0.88 25.7500 10 8x30Z16 20.00 0.88 0.88 25.7500 11 8x30Z16 18.00 0.88 2.92 25.'7500 WIND PRESSURE : ---------------- GIRT ANALYSIS: Girt Weight 66.4 85.1 85.1 85.1 85.1 69.2 69.2 69.2 69.2 69.2 60.0 812.5 --------------MOMENT(f-k )-------------- ---------SHEAR(k )-------- Bay Left Left Right Right Id --- Sup ----- Lap ----- Lap ----- Sup ----- 1 0.49 0.00 -0.77 -0.82 2 0.82 0.76 -0.77 -0.82 3 0.82 0.77 -0.76 -0.82 4 0.81 0.75 -0.77 -0.83 5 0.86 0.80 -0.73 -0.78 6 0.66 0.60 -0.60 -0.65 7 1.00 0.91 -1.02 -1.11 8 1.07 0.98 -0.95 -1.04 9 1.06 0.97 -0.96 -1.05 10 1.03 0.94 -0.99 -1.08 11 1.17 1.07 10.03 -0.73 Girt Weight 66.4 85.1 85.1 85.1 85.1 69.2 69.2 69.2 69.2 69.2 60.0 812.5 --------------MOMENT(f-k )-------------- Left Left Mid -Span Right Right Sup ----- Lap ----- Mom ----- Loc ----- Lap ----- Sup ----- 0.00 -1.82 7.45 2.65 3.35 3.35 2.66 -1.73 12.44 2.75 3.45 3.45 2.75 -1.72 12.55 2.67 3.36 3.36 2.68 -1.64 12.35 2.91 3.61 3.61 2.88 -1.98 13.05 2.05 2.71 2.71 2.16 -0.59 10.03 2.12 2.67 2.67 1.83 -2.09 9.49 2.81 3.74 3.74 2.84 -1.67 10.12 2.61 3.48 3.48 2.60 -1.82 10.03 2.55 3.43 3.43 2.57 -1.61 9.78 3.00 3.90 3.90 2.92 -2.55 11.05 0.00 04/23/00 SWDES-B Page 25 of 33 TANK FARM/PACKAGING BUILDING BACK SIDEWALL DESIGN STRESS/DEFLECTION: Span Id 1 2 3 4 5 6 7 8 9 10 11 ------SHEAR(k )------ 2.65 Loc Calc Allow UC --- RL ------ -0.77 ----- 3.21 ---- 0.24 RL -0.77 3.21 0.24 LL 0.77 3.21 0.24 RL -0.77 3.21 0.24 LL 0.80 3.21 0.25 LL 0.60 3.21 0.19 RL -1.02 3.21 0.32 LL 0.98 3.21 0.30 LL 0.97 3.21 0.30 RL -0.99 3.21 0.31 LL 1.07 3.21 0.33 WIND SUCTION : ---------------- GIRT ANALYSIS: Bay Id 1 2 3 4 5 6 7 8 9 10 11 ---------SHEAR(k -----MOMENT(f-k )---- Loc Calc Allow UC RL 2.65 5.62 0.47 RL 2.75 5.62 0.49 LL 2.75 5.62 0.49 RL 2.91 5.62 0.52 LL 2.88 5.62 0.51 LL 2.16 5.62 0.38 RL 2.81 5.62 0.50 LL 2.84 5.62 0.51 LL 2.60 5.62 0.46 RL 3.00 5.62 0.53 LL 2.92 5.62 0.52 Left Left Right Right Sup ----- Lap ----- Lap ----- Sup ----- -0.49 0.26 0.77 0.82 -0.82 -0.76 0.77 0.82 -0.82 -0.77 0.76 0.82 -0.81 -0.75 0.77 0.83 -0.86 -0.80 0.73 0.78 -0.66 -0.60 0.60 0.65 -1.00 -0.91 1.02 1.11 -1.07 -0.98 0.95 1.04 -1.06 -0.97 0.96 1.05 -1.03 -0.94 0.99 1.08 -1.17 -1.07 -2.12 0.73 STRESS/DEFLECTION: Span Id 1 2 3 4 5 6 7 8 9 10 11 ------SHEAR(k )------ Loc Calc Allow UC --- ------ ----- ---- RL 0.77 3.21 0.24 RL 0.77 3.21 0.24 LL -0.77 3.21 0.24 RL 0.77 3.21 0.24 LL -0.80 3.21 0.25 LL -0.60 3.21'0.19 RL 1.02 3.21 0.32 LL -0.98 3.21 0.30 LL -0.97 3.21 0.30 RL 0.99 3.21 0.31 LL -1.07 3.21 0.33 Mom+Shr DEFLECTION(in) Loc UC Calc Allow RL 0.25 -0.35 1.33 RL 0.26 -0.45 1.67 LL 0.26 -0.45 1.67 RL 0.29 -0.41 1.67 LL 0.29 -0.58 1.67 LL 0.16 -0.02 1.33 RL 0.29 -0.40 1.33 LL 0.29 -0.26 1.33 LL 0.25 -0.31, 1.33 RL 0.32 -0.2..4. 1.33 LL 0.31 -0.43 1.20 --------------MOMENT(f-k )-------------- 0.35 1.33 Left Left Mid -Span 1.67 Right Right Sup ----- Lap ----- Mom ----- Loc ----- Lap ----- Sup ----- 0.00 0.29 1.82 7.45 -2.65 -3.35 -3.35 -2.66 1.73 12.44 -2.75 -3.45 -3.45 -2.75 1.72 12.55 -2.67 -3.36 -3.36 -2.68 1.64 12.35 -2.91 -3.61 -3.61 -2.88 1.98 13.05 -2.05 -2.71 -2.71 -2.16 0.59 10.03 -2.12 -2.67 -2.67 -1.83 2.09 9.49 -2.81 -3.74 -3.74 -2.84 1.67 10.12 -2.61 -3.48 -3.48 -2.60 1.82 10.03 -2.55 -3.43 -3.43 -2.57 1.61 9.78 -3.00 -3.90 -3.90 -2.92 2.55 11.05 0.00 -----MOMENT(f-k )---- Loc Calc Allow UC --- ------ ----- ---- RL -2.65 5.62 0.47 RL -2.75 5.62 0.49 LL -2.75 5.62 0.49 RL -2.91 5.62 0.52 LL -2.88 5.62 0.51 LL -2.16 5.62 0.38 MS 2.09 3.93 0.53 LL -2.84 5.62 0.51 LL -2.60 5.62 0.46 RL -3.00 5.62 0.53 MS 2.55 3.93 0.65 Mom+Shr DEFLECTION(in) Loc UC Calc Allow RL 0.25 0.35 1.33 RL 0.26 0.45 1.67 LL 0.26 0.45 1.67 RL 0.29 0.41 1.67 LL 0.29 0.58 1.67 LL 0.16 0.02 1.33 RL 0.29 0.40 1.33 LL 0.29 0.26 1.33 LL 0.25 0.31 1.33 RL 0.32 0.24 1.33 LL 0.31 0.43 1.20 04/23/00 SWDES-B Page 26 of 33 TANK FARM/PACKAGING BUILDING BACK SIDEWALL DESIGN ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ 1753#1BCR Girt Design Report 4/23/00 12:14am ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ ------------------- GIRT # 3 ; SPAN # 1 ------------------- GIRT LAYOUT: Bay Girt Bay Lap Dist(ft) Girt Girt Id --- Size -------- Width ----- Left ---- Right ----- Location -------- Weight ------ 1 8x30Z16 20.00 -1.33 0.88 31.6667 66.4 2 8x30Z16 25.00 0.88 0.88 31.6667 85.1 3 8x30Z16 25.00 0.88 0.88 31.6667 85.1 4 8x30Z16 25.00 0.88 0.88 31.6667 85.1 5 8x30Z16 25.00 0.88 0.88 31.6667 85.1 6 8x30Z16 20.00 0.88 0.88 31.6667 69.2 7 8x30Z16 20.00 0.88 0.88 31.6667 69.2 8 8x30Z16 20.00 0.88 0.88 31.6667 69.2 9 8x30Z16 20.00 0.88 0.88 31.6667 69.2 10 8x30Z16 20.00 0.88 0.88 31.6667 69.2 11 8x30Z16 18.00 0.88 31.6667 60.0 WIND PRESSURE : ---------------- GIRT ANALYSIS: 812.5 --------------MOMENT(f-k ) --------- ----- Left Left Mid -Span Right Right Sup Lap Mom Loc Lap Sup ----- ----- ----- ----- ----- ----- 0.00 -2.94 7.45 4.28 5.-41 5.41 4.29 -2.79 12.44 4.44 5.56 5.56 4.44 -2.77 12.54 4.33 5.44 5.45 4.34 -2.67 12.38 4.63 5.75 5.75 4.60 -3.09 12.92 3.55 4.63 4.63 3.69 -1.38 10.66 2.41 3.24 3.24 2.37 -1.88 9.83 2.70 3.60 3.60 2.71 -1.73 10.03 .2.65 3.54 3.54 2.65 -1.81 10.05 2.55 3.43 3.43 2.57 -1.62 9.77 3.01 3.92 3.92 2.93 -2.55 11.05 0.00 04/23/00 SWDES-B Page 27 of 33 ---------SHEAR(k )-------- Bay Left Left Right Right Id --- Sup ----- Lap ----- Lap ----- Sup ----- 1 0.79 71.24 -1.33 2 1.32 1.22 -1.24 -1.33 3 1.33 1.24 -1.23 -1.32 4 1.31 1.22 -1.24 -1.34 5 1.37 1.28 -1.19 -1.28 6 1.13 1.04 -0.90 -0.99 7 1.04 0.95 -0.98 -1.08 8 1.06 0.97 -0.96 -1.06 9 1.06 0.97 -0.96 -1.05 10 .1.03 0.94 -0.99 -1.08 11 1.17 1.08 -0.74 812.5 --------------MOMENT(f-k ) --------- ----- Left Left Mid -Span Right Right Sup Lap Mom Loc Lap Sup ----- ----- ----- ----- ----- ----- 0.00 -2.94 7.45 4.28 5.-41 5.41 4.29 -2.79 12.44 4.44 5.56 5.56 4.44 -2.77 12.54 4.33 5.44 5.45 4.34 -2.67 12.38 4.63 5.75 5.75 4.60 -3.09 12.92 3.55 4.63 4.63 3.69 -1.38 10.66 2.41 3.24 3.24 2.37 -1.88 9.83 2.70 3.60 3.60 2.71 -1.73 10.03 .2.65 3.54 3.54 2.65 -1.81 10.05 2.55 3.43 3.43 2.57 -1.62 9.77 3.01 3.92 3.92 2.93 -2.55 11.05 0.00 04/23/00 SWDES-B Page 27 of 33 TANK FARM/PACKAGING BUILDING BACK SIDEWALL DESIGN STRESS/DEFLECTION: Span Id 1 2 3 4 5 6 7 8 9 10 11 ------SHEAR(k )------ Loc Calc Allow UC RL -1.24 3.21 0.38 RL -1.24 3.21 0.39 LL 1.24 3.21 0.38 RL -1.24 3.21 0.39 LL 1.28 3.21 0.40 LL 1.04 3.21 0.32 RL -0.98 3.21 0.31 LL 0.97 3.21 0.30 LL 0.97 3.21 0.30 RL -0.99 3.21 0.31 LL 1.08 3.21 0.34 -----MOMENT(f-k )---- 0.64 Loc Calc Allow UC --- RL ------ 4.28 ----- 5.62 ---- 0.76 RL 4.44 5.62 0.79 LL 4.44 5.62 0.79 RL 4.63 5.62 0.82 LL 4.60 5.62 0.82 LL 3.69 5.62 0.66 RL 2.70 5.62 0.48 LL 2.71 5.62 0.48 LL 2.65 5.62 0.47 RL 3.01 5.62 0.54 LL 2.93 5.62 0.52 Mom+Shr DEFLECTION(in) Loc UC Calc Allow RL 0.64 -0.57 1.33 RL 0.68 -0.73 1.67 LL 0.68 -0.72 1.67 RL 0.74 -0.67 1.67 LL 0.73 -0.88 1.67 LL 0.47 -0.16 1.33 RL 0.27 -0.33 1.33 LL 0.27 -0.28 1.33 LL 0.26 -0.31 1.33 RL 0.32 -0.25.' 1.33 LL 0.32 -0.43 1.20 0 WIND SUCTION ---------------- GIRT ANALYSIS: Bay Id 1 2 3 4 5 6 7 8 9 10 11 SHEAR (k Left Left Right Right Sup Lap Lap Sup ----- ----- ----- ----- -0.79 1.24 1.33 -1.32 -1.22 1.24 1.33 -1.33 -1.24 1.23 1.32 -1.31 -1.22 1.24 1.34 -1.37 -1.28 1.19 1.28 -1.13 -1.04 0.90 0.99 -1.04 -0.95 0.98 1.08 -1.06 -0.97 0.96 1.06 -1.06 -0.97 0.96 1.05 -1.03 -0.94 0.99 1.08 -1.17 -1.08 0.74 STRESS/DEFLECTION: Span Id 1 2 3 4 5 6 7 8 9 10 11 ------SHEAR(k )------ Loc Calc Allow UC RL 1.24 3.21 0.38 RL 1.24 3.21 0.39 LL -1.24 3.21 0.38 RL 1.24 3.21 0.39 LL -1.28 3.21 0.40 LL -1.04 3.21 0.32 RL 0.98 3.21 0.31 LL -0.97 3.21 0.30 LL -0.97 3.21 0.30 RL 0.99 3.21 0.31 LL -1.08 3.21 0.34 --------------MOMENT(f-k )-------------- -4.28 5.62 Left Left Mid -Span 5.62 Right Right Sup Lap Mom Loc Lap Sup ----- 0.00 ----- ----- 2.94 ----- 7.45 ----- -4.28 ----- -5.41 -5.41 -4.29 2.79 12.44 -4.44 -5.56 -5.56 -4.44 2.77 12.54 -4.33 -5.44 -5.45 -4.34 2.67 12.38 -4.63 -5.75 -5.75 -4.60 3.09 12.92 -3.55 -4.63 -4.63 -3.69 1.38 10.66 -2.41 -3.24 -3.24 -2.37 1.88 9.83 -2.70 -3.60 -3.60 -2.71 1.73 10.03 -2.65 -3.54 -3.54 -2.65 1.81 10.05 -2.55 -3.43 -3.43 -2.57 1.62 9.77 -3.01 -3.92 -3.92 -2.93 2.55 11.05 0.00 -----MOMENT(f-k )---- Loc Calc Allow UC RL -4.28 5.62 0.76 RL -4.44 5.62 0.79 LL -4.44 5.62 0.79 RL -4.63 5.62 0.82 LL -4.60 5.62 0.82 LL -3.69 5.62 0.66 RL -2.70 5.62 0.48 LL -2.71 5.62 0.48 LL -2.65 5.62 0.47 RL -3.01 5.62 0.54 MS 2.55 3.93 0.65 Mom+Shr DEFLECTION(in) Loc UC Calc Allow RL 0.64 0.57 1.33 RL 0.68 0.73 1.67 LL 0.68 0.72 1.67 RL 0.74 0.67 1.67 LL 0.73 0.88 1.67 LL 0.47 0.16 1.33 RL 0.27 0.33 1.33 LL 0.27 0.28 1.33 LL 0.26 0.31 1.33 RL 0.32 0.25 1.33 LL 0.32 0.43 1.20 04/23/00 SWDES-B Page 28 of 33 TANK FARM/PACKAGING BUILDING BACK SIDEWALL DESIGN ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ 1753#1BCR Girt Design Report 4/23/00 12:14am ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ ------------------- GIRT # 4 ; SPAN # 1 ------------------- GIRT LAYOUT: Bay Girt Bay Lap Dist(ft) Girt Girt Id Size Width Left Right Location Weight --- 1 -------- 8x30Z16 ----- 20.00 ---- ----- 0.88 -------- 37.5833 ------ 66.4 2 8x30Z16 25.00 0.88 0.88 37.5833 85.1 3 8x30216 25.00 0.88 0.88 37.5833 85.1 4 8x30Z16 25.00 0.88 0.88 37.5833 85.1 5 8x30Z16 25.00 0.88 0.88 37.5833 85.1 6 8x30Z16 20.00 0.88 0.88 37.5833 69.2 7 8x30Zl6 20.00 0.88 0.88 37.5833 69.2 8 8x30Z16 20.00 0.88 0.88 37.5833 69.2 9 8x30216 20.00 0.88 0.88 37.5833 69.2 10 8x30216 20.00 0.88 0.88 37.5833 69.2 11 8x30Z16 18.00 0.88 37.5833 60.0 WIND PRESSURE : ---------------- GIRT ANALYSIS: 812.5 --------------MOMENT(f-k )-------------- ---------SHEAR(k )-------- Bay Left Left Right Right Id --- Sup ----- Lap ----- Lap ----- Sup ----- 1 0.79 ----- 0.00 -1.24' -1.33 2 1.32 1.22 -1.24 -1.33 3 1.33 1.24 -1.23 -1.32 4 1.31 1.22 -1.24 -1.34 5 1.37 1.28 -1.19 -1.28 6 1.13 1.04 -0.90 -0.99 7 1.04 0.95 -0.98 -1.08 8 1.06 0.97 -0.96 -1.06 9 1.06 0.97 -0.96 -1.05 10 1.03 0.94 -0.99 -1.08 11 1.17 1.08 10.05 -0.74 812.5 --------------MOMENT(f-k )-------------- Left Left Mid -Span Right Right Sup Lap Mom Loc Lap Sup ----- 0.00 ----- ----- -2.94' ----- 7.45 ----- 4.2B, ----- '5.41 5.41 4.29 -2.79 12.44 4.44 5.56 5.56 4.44 -2.77 12.54 4.33 5.44 5.45 4.34 -2.67 12.38 4.63 5.75 5.75 4.60 -3.09 12.92 3.55 4.63 4.63 3.69 -1.38 10.66 2.41 3.24 3.24 2.37 -1.88 9.83 2.70 3.60 3.60 2.71 -1.73 10.03 2.65 3.54 3.54 2.65 -1.81 10.05 2.55 3.43 3.43 2.57 -1.62 9.77 3.01 3.92 3.92 2.93 -2.55 11.05 0.00 04/23/00 SWDES-B Page 29 of 33 I TANK FARM/PACKAGING BUILDING BACK SIDEWALL DESIGN STRESS/DEFLECTION: Span Id 1 2 3 4 5 6 7 8 9 10 11 ------SHEAR(k )------ Loc Calc Allow UC RL -1.24 3.21 0.38 RL -1.24 3.21 0.39 LL 1.24 3.21 0.38 RL -1.24 3.21 0.39 LL 1:28 3.21 0.40 LL 1.04 3.21 0.32 RL -0.98 3.21 0.31 LL 0.97 3.21 0.30 LL 0.97 3.21 0.30 RL -0.99 3.21 0.31 LL 1.08 3.21 0.34 WIND SUCTION : ---------------- GIRT ANALYSIS: Bay Id 1 2 3 4 5 6 7 8 9 10 11 -----MOMENT(f-k )---- Loc Calc Allow UC RL 4.28 5.62 0.76 RL 4.44 5.62 0.79 LL 4.44 5.62 0.79 RL 4.63 5.62 0.82 LL 4.60 5.62 0.82 LL 3.69 5.62'0.66 0.32 RL 2.70 5.62 0.48 LL 2.71 5.62 0.48 LL 2.65 5.62 0.47 RL 3.01 5.62 0.54 LL 2.93 5.62 0.52 ---------SHEAR(k )------'-- Left Left Right Right Sup Lap Lap Sup ----- ----- ----- ----- -0.79 1.24 1.33 -1.32 -1.22 1.24 1.33 -1.33 -1.24 1.23 1.32 -1.31 -1.22 1.24 1.34 -1.37 -1.28 1.19 1.28 -1.13 -1.04 0.90 0.99 -1.04 -0.95 0.98 1.08 -1.06 -0.97 0.96 1.06 -1.06 -0.97 0.96 1.05 -1.03 -0.94 0.99 1.08 -1.17 -1.08 0.74 STRESS/DEFLECTION:. Span Id 1 2 3 4 5 6 7 8 9 10 11 ------SHEAR(k )------ Loc Calc Allow UC RL 1.24 3.21 0.38 RL 1.24 3.21 0.39 LL -1.24 3.21 0.38 RL 1.24 3.21 0.39 LL -1.28 3.21 0.40 LL -1.04 3.21 0.32 RL 0.98 3.21 0.31 LL -0.97 3.21 0.30 LL -0.97 3.21 0.30 RL 0.99 3.21 0.31 LL -1.08 3.21 0.34 Mom+Shr DEFLECTION(in) Loc UC Calc Allow RL 0.64 -0.57 1.33 RL 0.68 -0.73 1.67 LL 0.68 -0.72 1.67 RL, 0.74 -0.67 1.67 LL 0.73 -0.88 1.67 LL 0.47 -0.16 1.33 RL 0.27 -0.33 1.33 LL 0.27 -0.28 1.33 LL 0.26 -0.31; 1.33 RL 0.32 -0.Z.5 1.33 LL 0.32 -0.43 1.20 --------------MOMENT(f-k )-------------- 5.62 0.76 Left Left Mid -Span 0.79 Right Right Sup ----- Lap ----- Mom ----- Loc ----- Lap ----- Sup ----- 0.00 -4.60 2.94 7.45 -4.28 -5.41 -5.41 -4.29 2.79 12.44 -4.44 -5.56 -5.56 -4.44 2.77 12.54 -4.33 -5.44 -5.45 -4.34 2.67 12.38 -4.63 -5.75 -5.75 -4.60 3.09 12.92 -3.55 -4.63 -4.63 -3.69 1.38 10.66 -2.41 -3.24 -3.24 -2.37 1.88 9.83 -2.70 -3.60 -3.60 -2.71 1.73 10.03 -2.65 -3.54 -3.54 -2.65 1.81 10.05 -2.55 -3.43 -3.43 -2.57 1.62 9.77 -3.01 -3.92 -3.92 -2.93 2.55 11.05 0.00 -----MOMENT(f-k )---- Loc Calc Allow UC RL -4.28 5.62 0.76 RL -4.44 5.62 0.79 LL -4.44 5.62 0.79 RL -4.63 5.62 0.82 LL -4.60 5.62 0.82 LL -3.69 5.62 0.66 RL -2.70 5.62 0.48 LL -2.71 5.62 0.48 LL -2.65 5.62 0.47 RL -3.01 5.62 0.54 MS 2.55 3.93 0.65 Mom+Shr DEFLECTION(in) Loc UC Calc Allow RL 0.64 0.57 1.33 RL 0.68 0.73 1.67 LL 0.68 0.72 1.67 RL 0.74 0.67 1.67 LL 0.73 0.88 1.67 LL 0.47 0.16 1.33 RL 0.27 0.33 1.33 LL 0.27 0.28 1.33 LL 0.26 0.31 1.33 RL 0.32 0.25 1.33 LL 0.32 0.43 1.20 04/23/00 SWDES-B Page 30 of 33 TANK FARMIPACKAGING BUILDING BACK SIDEWALL DESIGN ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ 1753#1BCR Girt Design Report 4/23/00 12:14am ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ ------------------- GIRT # 5 ; SPAN # 1 ------------------- GIRT LAYOUT: Bay Girt Bay Lap Dist(ft) Girt Girt Id Size Width Left Right Location Weight --- 1 -------- 8x30216 ----- 20.00 ---- ----- 0..88 -------- 43.5000 ------ 66.4 2 8x30Z16 25.00 0.88 0.88 43.5000 85.1 3 8x30Z16 25.00 0.88 0.88 43.5000 85.1 4 8x30Z16 25.00 0.88 0.88 43.5000 85.1 5 8x30Z1F 25.00 0.88 0.88 43.5000 85.1 6 8x30Z16 20.00 0.88 0.88 43.5000 69.2 7 8x30Zl6 20.00 0.88 0.88 43.5000 69.2 8 8x30Z16 20.00 0.88 0.88 43.5000 69.2 9 8x30Zl6 20.00 0.88 0.88 43.5000 69.2 10 8x30Zl6 20.00 0.88 0.88 43.5000 69.2 11 8x30Zl6 18.00 0.88 43.5000 60.0 812.5 WIND PRESSURE : ---------------- GIRT ANALYSIS: --------------MOMENT(f-k )-------------- ---------SHEAR(k )-------- Left Bay Left Left Right Right Id --- Sup ----- Lap ----- Lap ----- Sup ----- 1 0.38 -1.23 -1.32 2 1.31 1.22 -1.23 -1.32 3 1.32 1.23 -1.22 -1.31 4 1.30 1.21 -1.23 -1.33 5 1.36 1.27 -1.18 -1.27 6 1.12 1.03 -0.89 -0.98 7 1.03 0.94 -0.98 -1.07 8 1.05 0.96 -0.96 -1.05 9 1.06 0.96 -0.95 -1.05 10 1.03 0.94 -0.98 -1.08 11 1.16 1.07 2.53 -0.73 --------------MOMENT(f-k )-------------- Left Left Mid -Span Right Right Sup ----- Lap ----- Mom ----- Loc ----- Lap ----- Sup ----- 0.00• -2.92 7.45 4.25 5.37 5.37 4.26 -2.77 12.44 4.41 5.52 5.52 4.41 -2.75 12.54 4.30 5.41 5.41 4.31 -2.66 12.38 4.59 5.71 5.71 4.57 -3.07 12.92 3.53 4.60 4.60 3.66 -1.37 10.66 2.39 3.21 3.21 2.35 -1.86 9.83 2.68 3.58 3.58 2.69 -1.71 10.03 2.63 3.51 3.51 2.63 -1.80 10.05 2.53 3.41 3.41 2.55 -1.61 9.77 2.99 3.89 3.89 2.91 -2.54 11.05 0.00 04/23/00 SWDES-B Page 31 of 33 I TANK FARM/PACKAGING BUILDING BACK SIDEWALL DESIGN STRESS/DEFLECTION: Span Id 1 2 3 4 5 6 7 8 9 10 11 ------SHEAR(k )------ Loc Calc Allow UC --- ------ ----- ---- RL -1.23 3.21 0.38 RL -1.23 3.21 0.38 LL 1.23 3.21 0.38 RL -1.23 3.21 0.38 LL 1.27 3.21 0.39 LL 1.03 3.21 0.32 RL -0.98 3.21 0.30 LL 0.96 3.21 0.30 LL 0.96 3.21 0.30 RL -0.98 3.21 0.31 LL 1.07 3.21 0.33 WIND SUCTION : ---------------- GIRT ANALYSIS: Bay Id 1 2 3 4 5 6 7 8 9 10 11 -----MOMENT(f-k )---- Loc Calc Allow UC RL 4.25 5.62 0.76 RL 4.41 5.62 0.78 LL 4.41 5.62 0.78 RL 4.59 5.62 0.82 LL 4.57 5.62 0.81 LL 3.66 5.62 0.65 RL 2.68 5.62 0.48 LL 2.69 5.62 0.48 LL 2.63 5.62 0.47 RL 2.99 5.62 0.53 LL 2.91 5.62 0.52 ---------SHEAR(k )-------- Left Left Right Right Sup Lap Lap Sup ----- ----- ----- ----- -0.78 1.23 1.32 -1.31 -1.22 1.23 1.32 -1.32 -1.23 1.22 1.31 -1.30 -1.21 1.23 1.33 -1.36 -1.27 1.18 1.27 -1.12 -1.03 0.89 0.98 -1.03 -0.94 0.98 1.07 -1.05 -0.96. 0.96 1.05 -1.06 -0.96 0.95 1.05 -1.03 -0.94 0.98 1.08 -1.16 -1.07 0.73 STRESS/DEFLECTION: Span Id 1 2 3 4 5 6 7 8 9 10 11 ------SHEAR(k )------ Loc Calc Allow UC --- ------ ----- ---- RL 1.23 3.21 0.38 RL 1.23 3.21 0.38 LL -1.23 3.21 0.38 RL 1.23 3.21 0.38 LL -1.27 3.21 0.39 LL -1.03 3.21 0.32 RL 0.98 3.21 0.30 LL -0.96 3.21 0.30 LL -0.96 3.21 0.30 RL 0.98 3.21 0.31 LL -1.07 3.21 0.33 Mom+Shr DEFLECTION(in) Loc UC Calc Allow RL 0.63 -0.56 1.33 RL 0.67 -0.73 1.67 LL 0.67 -0.72 1.67 RL 0.73 -0.67 1.67 LL 0.72 -0.88 1.67 LL 0.46 -0.16 1.33 RL 0.26 -0.33 1.33 LL 0.26 -0.28 1.33 LL 0.25 -0.31; 1.33 RL 0.32 -0.2.4- 1.33 LL 0.31 -0.43 1.20 --------------MOMENT(f-k )-------------- -4.25 5.62 Left Left Mid -Span 5.62 Right Right Sup Lap Mom Loc Lap Sup 0.00 LL 2.92 7.45 -4.25 -5.37 -5.37 -4.26 2.77 12.44 -4.41 -5.52 -5.52 -4.41 2.75 12.54 -4.30 -5.41 -5.41 -4.31 2.66 12.38 -4.50 -5.71 -5.71 -4.57 3.07 12.92 -3.53 -4.60 -4.60 -3.66 1.37 10.66 -2.39 -3.21 -3.21 -2.35 1.86 9.83 -2.68 -3.58 -3.58 -2.69 1.71 10.03 -2.63 -3.51 -3.51 -2.63 1.80 10.05 -2.53 -3.41 -3.41 -2.55 1.61 9.77 -2.99 -3.89 -3.89 -2.91 2.54 11.05 0.00 -----MOMENT(f-k )---- Loc Calc Allow UC RL -4.25 5.62 0.76 RL -4.41 5.62 0.78 LL -4.41 5.62 0.78 RL -4.59 5.62 0.82 LL -4.57 5.62 0.81 LL -3.66 5.62 0.65 RL -2.68 5.62 0.48 LL -2.69 5.62 0.48 LL -2.63 5.62 0.47 RL -2.99 5.62 0.53 MS 2.54 3.93 0.65 Mom+Shr DEFLECTION(in) Loc UC Calc Allow RL 0.63 0.56 1.33 RL 0.67 0.73 1.67 LL 0.67 0.72 1.67 RL 0.73 0.67 1.67 LL 0.72 0.88 1.67 LL 0.46 0.16 1.33 RL 0.26 0.33 1.33 LL 0.26 0.28 1.33 LL 0.25 0.31 1.33 RL 0.32 0.24 1.33 LL 0.31 0.43 1.20 04/23/00 SWDES-B Page 32 of 33 TANK FARM/PACKAGING BUILDING BACK SIDEWALL DESIGN ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ 1753#1BCR Wall Panel Report 4/23/00 12:14am ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ PANEL REACTIONS: (Back Sidwall, Bay= 7) Panel: Type = HR ; Gage = 26.00 ; Yield = 80 MOMENTS & DEFLECTION: ---Deflect(inL - Calc Allow UC -0.27 0.78 0.34 0.27 0.78 0.34 -0.07 0.79 0.08 0.07 0.79 0.08 -0.13 0.79 0.17 0.13 0.79 0.17 -0.07 0.79 0.09 0.07 0.79 0.09 -0.26 0.78 0.33 0.26 0.78 0.33 -----------------------------------------=------------------------------------ ------------------------------------------------------------------------------ 1753#1BCR Weight Summary 4/23/00 12:14am ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ Girts = 4064.40 Frame Openings = 0.00 4064.40 1753#1BCR Sidewall Design Warning Report 4/23/'00 12:14am .. No Warnings 04/23/00 SWDES-B Page 33 of 33 --------- Moment(ft-lb/ft)--------- Span Span LD Support Midspan Id (ft) Id Calc Allow UC Calc Allow UC ---- 1 ----- 5.88 -- WP ----- 86.9 ----- 203.8 ---- 0.43 ----- -63.8 ----- 164.1 ---- 0'.39 WS -86.9 164.1 0.53 63.8 203.8 0.31 2 5.92 WP 86.9 203.8 0.43 -28.0 164.1 0.17 WS -86.9 164.1 0.53 28.0 203.8 0.14 3 5.92 WP 66.2 203.8 0.32 -38.1 164.1 0.23 WS -66.2 164.1 0.40 38.1 203.8 0.19 4 5.92 WP 86.0 203.8 0.42 -28.3 164.1 0.17 WS -86.0 164.1 0.52 28.3 203.8 0.14 5 5.83 WP 86.0 203.8 0.42 -62.8 164.1 0.38 WS -86.0 164.1 0.52 62.8 203.8 0.31 ---Deflect(inL - Calc Allow UC -0.27 0.78 0.34 0.27 0.78 0.34 -0.07 0.79 0.08 0.07 0.79 0.08 -0.13 0.79 0.17 0.13 0.79 0.17 -0.07 0.79 0.09 0.07 0.79 0.09 -0.26 0.78 0.33 0.26 0.78 0.33 -----------------------------------------=------------------------------------ ------------------------------------------------------------------------------ 1753#1BCR Weight Summary 4/23/00 12:14am ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ Girts = 4064.40 Frame Openings = 0.00 4064.40 1753#1BCR Sidewall Design Warning Report 4/23/'00 12:14am .. No Warnings 04/23/00 SWDES-B Page 33 of 33 TANK FARM/PACKAGING BUILDING RIGHT ENDWALL DESIGN *1753#1BCR Endwall Design Input Echo 4/21/ 0 1:48pm ------------------------------------------------------------------------------ *(1)JOBID: (Max: 60 char) 11753#1BCR' *(2)PROGRAM OPTIONS: * EW Run Run Run Run No Des Steel Lap ---Build--- Seis * Id Col/Raf Girt Brace Panel Cycles Code Stiff Code Year Zone 'R' 'Y' 'Y' 'N' 'Y' 4 189' .50 'UBC ' 197' 13 ' *(3)DESIGN CONSTANTS: *------------------ Steel _Yield ------------------ ---Stress Ratio--- .i * Web Flg C -Sec W -Sec R -Sec U -Sec EP Panel Col/Raf Girt Panel 50.0 50.0 50.0 50.0 50.0 50.0 50.0 80.0 1.03 1.03 1.03 *(4)DEFLECTION LIMITS: *------------- Deflect _Limit ------------- * Raf-L Raf-W Raf_T Col Girt Panel PartW Bent 360. 180. 0. 180. 180. 90. 90. 180. *(5)REPORTS: * Input Column Wall Door Wall Cable * Echo Rafter Girt Jamb Panel Brace 'I' 'Y' 'Y' 'Y' 'Y' 'Y' *(6)BUILDING TYPE: * Build Expand_EW * Type Use Offset 'FF' 'Y' 24.00 *(7)SURFACE SHAPE: (Max: 10 surfaces) * No. X-Coord Y-Coord Offset * Surf (ft) (ft) (in) 4 0.0000 50.0000 8.000 35.0000 52.9167 8.000 70.0000 50.0000 8.000 70.0000 0.0000 8.000 *(8)BAY SPACING: (Max: 20 bays) * SideWall Frame I Sets Of Bay No. * Bay Recess I Bays Width Bays 2.0000 1.0000 5 14.9167 1 13.2500 1 13.6667 1 13.2500 1 14.9167 1 *(9)FRAMED OPENINGS: * No. Bay Open * Open Id Width 0 Open Open Open Sill Base Set Member Height Offset Type Height Elev Depth Select 04/23/00 EWDES-R Page I of 30 TANK FARM/PACKAGING BUILDING RIGHT ENDWALL DESIGN *(10)PARTIAL WALLS: * Set Of Base Full * Bays Type Load 1 'C' 'N' --Bay_Id-- Wall Start End Height 1 5 19.8750 *(11)COLUMNS: * ---Corner--- -Interior- Same Max_UnBr Base * Type Depth Type Depth Depth Length Elev 'R 0.000 'R ' 0.000 'N' 83.333 181.50 *(12)COLUMN SIZE: * Set No. Column * Member Column Size 'N' * (13) RAFTERS: * Rafter Set Rafter Flange * Select Depth Same Brace 'R ' 0.000 'y' 'y' *(14)RAFTERS SIZE: * Set No. Rafter * Member Rafter Size 'N' *(15)RAFTER SPLICES: * Surf No. Splice Splice * Id Splice Loc. Type 2 0 3 1 0.0000 'F' *(16)ENDWALL GIRTS: * Girt Flange Set Set Max Girt To One Girt Max_Unbr * Type Brace Depth Lap Space Rafter Depth/Bay Length 'ZB' 'N' 8.000 0.0000 7.3333 'N' 'y' 10.0000 *(17)ENDWALL GIRTS LOCATION: (Max: 20 girts) * Set No. Girt * Loc Girts Location 'P' 4 25.7500.31.6667 37:.5833 43:.5000 *(18)ROOF PURLINS: * Surf Peak Purl No. Surf * Id Space Space Purlin Ext 3 1.000 4.250 9 0.000 2 1.000 4.250 9 0.000 *(19)PANELS: * Panel Panel * Type Gage 'HR 1 26.00 04/23/00 EWDES-R Page 2 of 30 0 TANK FARM/PACKAGING BUILDING RIGHT ENDWALL DESIGN *(20)WIND FRAMING SELECTION: * ----- Order_Of_Selection------ * Panel Diagonal Wind Wind * Shear Bracing Bent Column 'N' 'N' 'N' 'N' *(21)WALL BRACING: * Wind Brace No. Bays Specified * Shear Type Specified Bays_For_Bracing 100.0 'R ' 0 *(22)WIND BENTS:- * --Member-- No Of * Type Depth Bays Bay_Id '-' 0.00 0 *(23)WIND COLUMNS: * --Member-- No Of Left/ * Type Depth Bays Bay_Id Right '-' 0..00 0 *(24)WALL BRACING ATTACHMENT *No _Of Attach--Bay_Id-- No_Of *Attach Id Start End Level Level -Height 0 *(25)EAVE EXTENSION: * *Wall No_Of Ext-Bay_Id---Edge_Extend- Ext Load *Id Ext Id Start End Width Height Slope Left Right Mount Width 2 0 4 0 *(26)SW CANOPY * *Wall No_Of Ext-Bay_Id---Edge Extend- Ext Load *Id Ext Id Start End Width Height Slope Left Right Mount Width 2 0 4 0 *(27)EW CANOPY * *Wall No_Of Ext-Bay_Id-- Edge_Extend- Ext *Id Ext Id Start End Width Height Slope Left Right Mount 3 0 *(28)BASIC LOADS: * Dead Live Snow Collateral Basic Wind Load Canopy Seismic * Load Load Load Load Wind Ratio Live Load 2.5 20.0 0.0 13.0 19.9 1.00 20.0 0.0 04/23/00 EWDES-R Page 3 of 30 TANK FARM/PACKAGING BUILDING RIGHT ENDWALL DESIGN *(29)WIND PRESSURE/SUCTION: * Rafter Deflection Rafter_Wind_2 * Wind Wind Wind Wind * Id * Press Suct Press Suct Left Right 17.9 -17.9 17.9 -17.9 Column 17.9 -17.9 17.9 -17.9 ...Girt/Header 17.9 -17.9 17.9 -17.9 Jamb 23.8 -23.8 23.8 -23.8 Panel 0.0 -55.6 0.0 -55.6 ..L Eave Ext 0.0 -55.6 0.0 -55.6 ..R Eave Ext 0.0 -55.6 0.0 -55.6 ..SW Canopy 0.0 -55.6 0.0 -55.6 ..EW Canopy *(30)WIND COEFFICIENTS: * Surf Rafter _ Wind _1 Rafter_Wind_2 Bracing_Wind Long Surface-' * Id Left Right Left Right Left Right Press Friction 1 .00 .00 .00 .00 .80 -.50 .00 .00 2 -1.50 -1.50 .00 .00 -.70 -.70 -.70 .00 3 -1.50 -1.50 .00 .00 -.70 -.70 -.70 .00 4 .00 .00 .00 .00 -.50 .80 .00 .00 *(31)COLUMN & BRACING DESIGN LOADS: * * No. Load Rafter _Wind Brace _Wind Column -Wind I Aux -Load *Load Id Dead Collat Live Left Right Left Right Press Suct Seisl Id Coef 6 1 1.00 1.00 1.00 .00 .00 .00 .00 .00 .00 .00 0 .00 2 1.00 .00 .50 .00 .00 1.00 .00 .00 1.00 .00 0 .00 3 1.00 .00 .50 .00 .00 .00 1.00 .00 1.00 .00 0 .00 4 1.00 .00 .00 .00 .00 .00 .00 1.00 .00 .00 0 .00 5 1.00 .00 .00 1.00 .00 .00 .00 .00 1.00 .00 0 .00 6 1.00 .00 .00 .00 1.00 .00 .00 .00 1.00 .00 0 .00 *(32)COLUMN & BRACING DESIGN LOADS: Deflection * Deflection * No. Load Rafter Brace Column I Aux *Load Id Dead Collat Live Left _Wind Right _Wind Left Right Press -Wind Suct -Load Seisl Id Coef 0 *(33)RAFTER * DESIGN LOADS: No. Load Rafter Wind 1.Rafter Wind 2 .1: Aux Load *Load Id Dead Collat Live Left Right Left Right Seis I Id Coef 5 1 1.00 1.00 1.00 ..00 .00 .00 .00 .00 0 .00 2 1.00 .00 .00 1.00 .00 .00 .00 .00 0 .00 3 1.00 .00 .00 .00 1.00 .00 .00 .00 0 .00 4 1.00 .00 .00 .00 .00 1.00 .00 .00 0. .00 5 1.00 .00 1 .00 .00 .00 .00 1.00 .00- 0 .00 *(34)RAFTER DESIGN LOADS: Deflection * Deflection * No. Load Rafter _ Wind _1 Rafter_Wind_2 I Aux -Load *Load Id Dead Collat Live Left Right Left Right Seis I Id Coef 0 04/23/00 EWDES-R Page 4 of 30 0 TANK FARM/PACKAGING BUILDING RIGHT ENDWALL DESIGN *(35)AUXILIARY LOADS: (Max: 10 loads, 10 comb/load) * No. Aux Aux No. Add Add Load * Aux Id Name Combs Id Coef 0 *(36)ADDITIONAL LOADS: (Max: 20 loads) * No. Add Surf Basic Load I FX FY M * Add Id Id Load Type I W1 W2 Co 0 X Y -Conc. DL1 DL2 -Unif. 04/23/00 EWDES-R Page 5 of 30 TANK FARM/PACKAGING BUILDING RIGHT ENDWALL DESIGN -----------------=------------------------------------------------------------ ------------------------------------------------------------------------------ 1753#1BCR Column & Rafter Design 4/23/ 0 12:14am ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ MEMBER SIZES: Mem Mem Mem --- Wide Flange Section -- C -Section Mem Id Loc Type W -Dep W-Thk F-Wid F-Thk Depth Gage Weight ----- Col-1 ----- 0.7 ------- W10xl5 ----- 9.5 ----- ----- 0.230 4.0 ----- 0.270 ----- ---- ------ 503.89 Col -2 14.9 W12x19 11.5 0.235 4.0 0.350 660.82 Col -3 28.2 W12x19 11.5 0.235 4.0 0.350 681.80 Col -4 41.8 W12x19 11.5 0.235 4.0 0.350 6;81.80 Col -5 55.1 W12x19 11.5 0.235 4.0 0.350 -660.82 Col -6 69.3 W10xl5 9.5 0.230 4.0 0.270 503.89 Raf-1 -16.38 W8x10 7.5 0.170 3.9 0.205 0.00 Raf-2 1.03 W8xl0 7.5 0.170 3.9 0.205 0.00 Total = 3693.03 DESIGN ACTIONS/STRESSES: (W/R/U-Section) --- Axial (k ,ksi )----- Shear (k ,ksi ) --- Moment (f -k ,ksi )- Mem Load Design Calc Allow Design Calc Allow Design Calc Allow Id Id Load Stress Stress Load Stress Stress Load Stress Stress ----- Col-1 ---- 1 ------ 0.50 ------ 0.11 ------ 14.23 ------ 0.00 ------ 0.00 ------ 20.00 ------ 0.00 ------ 0.00 ------ 25.26 Col -1 2 0.50 0.11 18.96 -2.24 1.03 26.66 18.83 -16.38 33.67 Col -1 3 0.50 0.11 18.96 -2.24 1.03 26.66 18.83 -16.38 33.67 Col -1 4 0.50 0.11 18.96 2.24 1.03 26.66 -18.83 -16.38 33.67 Col -1 5 0.50 0.11 18.96 -2.24 1.03 26.66 18.83 -16.38 33.67 Col -1 6 0.50 0.11 18.96 -2.24 1.03 26.66 18.83 -16.38 33.67 Col -2 1 0.66 0.12 17.66 0.00 0.00 20.00 0.00 0.00 25.10 Col -2 2 0.66 0.12 23.54 4.28 1.59 26.66 37.22 -20.97 33.45 Col -2 3 0.66 0.12 23.54 4.28 1.59 26.66 37.22 -20.97 33.45 Col -2 4 0.66 0.12 23.54 -4.28 1.59 26.66 -37.22 -20.97 33.45 Col -2 5 0.66 0.12 23.54 4.28 1.59 26.66 37.22 -20.97 33.45 Col -2 6 0.66 0.12 23.54 4.28 1.59 26.66 37.22 -20.97 33.45 Col -3 1 0.68 0.12 17.08 0.00 0.00 .20.00 0.00 0.00 .25.10 Col -3 2 0.68 0.12• 22.77 -4.32 1.60 26.66 38.78'-21.85 .33.45 Col -3 3 0.68 0.12 22.77 -4.32 1.60 26.66 38.78 -21.85 33.45 Col -3 4 0.68 0.12 22.77 4.32 1.60 26.66 -38.78 -21.85 33.45 Col -3 5 0.68 0.12 22.77 -4.32 1.60 26.66 38.78 -21.85 33.45 Col -3 6 0.68 0.12 22.77 -4.32 1.60 26.66 38.78 -21.85 33.45 Col -4 1 0.68 0.12 17.08 0.00 0.00 20.00 0.00 0.00 25.10 Col -4 2 0.68 0.12 22.77 4.32 1.60 26.66 38.78-21.85 33.45 Col -4 3 0.68 0.12 22.77 4.32 1.60 26.66 38.78 -21.85 33.45 Col -4 4 0.68 0.12 22.77 -4.32 1.60 26.66 -38.78 -21.85 33.45 Col -4 5 0.68 0.12 22.77 4.32 1.60 26.66 38.78 -21.85 33.45 Col -4 6 0.68 0.12 22.77 4.32 1.60 26.66 38.78 -21.85 33.45 Col -5 1 0.66 0.12 17.66 0.00 0.00 20.00 0.00 0.00 25.10 Col -5 2 0.66 0.12 23.54 4.28 1.59 26.66 37.22 -20.97 33.45 Col -5 3 0.66 0.12 23.54 4.28 1.59 26.66 37.22 -20.97 33.45 Col -5 4 0.66 0.12 23.54 -4.28 1.59 26.66 -37.22 -20.97 33.45 Col -5 5 0.66 0.12 23.54 4.28 1.59 26.66 37.22 -20.97 33.45 04/23/00 EWDES-R Page 6 of 30 TANK FARM/PACKAGING BUILDING RIGHT ENDWALL DESIGN Col -5 6 0.66 0.12 23.54 4.28 1.59 26.66 37.22 -20.97 33.45 Col -6 1 0.50 0.11 14.23 0.00 0.00 20.00 0.00 0.00 25.26 Col -6 2 0.50 0.11 18.96 -2.24 1.03 26.66 18.83 -16.38 33.67 Col -6 3 0.50 0.11 18.96 -2.24 1.03 26.66 18.83 -16.38 33.67 Col -6 4 0.50 0.11 18.96 2.24 1.03 26.66 -18.83 -16.38 33.67 Col -6 5 0.50 0.11 18.96 -2.24 1.03 26.66 18.83 -16.38 33.67 Col -6 6 0.50 0.11 18.96 -2.24 1.03 26.66 18.83 -16.38 33.67 Raf-1 1 0.00 0.00 23.70 0.00 0.00 20.00 0.00 0.00 28.97 Raf-1 2 0.00 0.00 31.59 0.00 0.00 26.66 0.00 0.00 38.61 Raf-1 3 0.00 0.00 31.59 0.00 0.00 26.66 0.00 0.00 38.61 Raf-1 4 0.00 0.00 31.59 0.00 0.00 26.66 0.00 0.00 38.61 Raf-1 5 0.00 0.00 31.59 0.00 0.00 26.66 0.00 0.00 38.61 Raf-2 1 0.00 0.00 23.70 0.00 0.00 20.00 0.00 0.00 28.97 Raf-2 2 0.00' 0.00 31.59 0.00 0.00 26.66 0.00 0.00; 38.61 Raf-2 3 0.00 0.00 31.59 0.00 0.00 26.66 0.00 0.00 .38.61 0.01 Raf-2 4 0.00 0.00 31.59 0.00 0.00 26.66 0.00 0.00 38.61 Raf-2 5 0.00 0.00 31.59 0.00 0.00 26.66 0.00 0.00 38.61 STRESS RATIO: Mem Load Id Id Axial Shear Moment Axl+Mom Shr+Mom ----- Col-- ---- 1 ----- 0.01 ----- 0.00 ------ 0.00 ------- ------- 0.01 Col -1 2 0.01 0.04 0.49 0.49 Col -1 3 0.01 0.04 0.49 0.49 Col -1 4 0.01 0.04 0.49 0.49 Col -1 5 0.01 0.04 0.49 0.49 Col -1 6 0.01 0.04 0.49 0.49 Col -2 1 0.01 0.00 0.-00 0.01 Col -2 2 0.01 0.06 0..63 0.63 Col -2 3 0.01 0.06 0.63 0.63 Col -2 4 0.01 0.06 0.63 0.63 Col -2 5 0.01 0.06 0.63 0.63 Col -2 6 0.01 0.06 0.63 0.63 Col -3 1 0.01 0.00 0.00 0.01 Col -3 2 0.01 0.06 0.65 0.66 Col -3 3 0.01 0.06 0.65 0.66 Col -3 4 0.01 0.06 0.65 0.66 Col -3 5 .0.01 0.06 0.65 0.66 Col -3 6 0.01.. 0.06 0.65 0.66 Col -4 1 0.01 0.•00 0.00 0.01 Col -4 2 0.01 0.06 0.65 0.66 Col -4 3 0.01 0.06 0.65 0.66 Col -4 4 0.01 0.06 0.65 0.66 Col -4 5 0.01 0.06 0.65 0.66 Col -4 6 0.01 0.06 0.65 0.66 Col -5 1 0.01 0.00 0.00 0.01 Col -5 2 0.01 0.06 0.63 0.63 Col -5 3 0.01 0.06 0.63 0.63 Col -5 4 0.01 0.06 0.63 0.63 Col -5 5 0.01 0.06 0.63 0.63 Col -5 6 0.01 0.06 0.63 0.63 Col -6 1 0.01 0.00 0.00 0.01 Col -6 2 0.01 0.04 0.49 0.49 Col -6 3 0.01 0.04 0.49 0.49 04/23/00 EWDES-R Page 7 of 30 TANK FARM/PACKAGING BUILDING RIGHT ENDWALL DESIGN Col -6 4 .0.01 0.04 0.49 0.49 Col -6 5 0.01 0.04 0.49 0.49 Col -6 6 0.01 0.04 0.49 0.49 Raf-1 1 0.00 0.00 0.00 0.00 Raf-1 2 0.00 0.00 0.00 0.00 Raf-1 3 0.00 0.00 0.00 0.00 Raf-1 4 0.00 0.00 0.00 0.00 Raf-1 5 0.00 0.00 0.00 0.00 Raf-2 1 0.00 0.00 0.00• 0.00 Raf-2 2 0.00 0.00 0.00 0.00 Raf-2 3 0.00 0.00 0.00 0.00 Raf-2 4 0.00 0.00 0.00 0.00 Raf-2 5 0.00 0.00 0.00 0.00 MEMBER DEFLECTIONS/COLUMN REACTIONS: Mem Load Deflection (in) Reaction (k ) Id ----- Id ---- Calc ------ ------ Allow Horz(OP) ------- Vert ----- Horz(IP) Col-1 1 0.00 2.24 0.00 0.50 ------- 0.00 Col -1 2 1.91 2.24 2.24 0.50 0.00 Col -1 3 1.91 2.24 2.24 0.50 0.00 Col -1 4 -1.91 2.24 -2.24 0.50 0.00 Col -1 5 1.91 2.24 2.24 0.50 0.00 Col -1 6 1.91 2.24 2.24 0.50 0.00 Col -2 1 0.00 2.32 0.00 0.66 0.00 Col -2 2 2.14 2.32 4.28 0.66 0.00 Col -2 3 2.14 2.32 4.28 0.66 0.00 Col -2 4 -2.14 2.32 -4.28 0.66 0.00 Col -2 5 2.14 2.32 4.28 0.66 0.00 Col -2 6 2.14 2.32 4.28 0.66 0.00 Col -3 1 0.00 2.39 0.00 0.68 0.00 Col -3 2 2.38 2.39 4.32 0.68 0.00 Col -3 3 2.38 2.39 4.32 0.68 0.00 Col -3 4 -2.38 2.39 -4.32 0.68 0.00 Col -3 5 2.38 2.39 4.32 0.68 0.00 Col -3 6 2.38 2.39 4.32 0.68 0.00 Col -4 1 0.00 2.39 0.00 0.68 0.00 Col -4 2 2.38 2.39 4.32 0.68 0.00 Col -4 3 2.38 2.39 4.32 0.68 0.00 Col -4: 4 -.2.38 2.39 -4.32 0.68 0.00 Col -4 5 2.38 2.39 4.32 0.68 0.00 Col -4 6 2.38 2.39 4.32 0.68 0.00 Col -5 1 0.00 2.32 0.00 0.66 0.00 Col -5 2 2.14 2.32 4.28 0.66 0.00 Col -5 3 2.14 2.32 4.28 0.66 0.00 Col -5 4 -2.14 2.32 -4.28 0.66 0.00 Col -5 5 2.14 2.32 4.28 0.66 0.00 Col -5 6 2.14 2.32 4.28 0.66 0.00 Col -6 1 0.00 2.24 0.00 0.50 0.00 Col -6 2 1.91 2.24 2.24 0.50 0.00 Col -6 3 1.91 2.24 2.24 0.50 0.00 Col -6 4 -1.91 2.24 -2.24 0.50 0.00 Col -6 5 1.91 2.24 2.24 0.50 0.00 Col -6 6 1.91 2.24 2.24 0.50 0.00 Raf-1 1 0.00 0.46 04/23/00 EWDES-R Page 8 of 30 TANK FARM/PACKAGING BUILDING RIGHT ENDWALL DESIGN Raf-1 2 0.00 0.91 Raf-1 3 0.00 0.91 Raf-1 4 0.00 0.91 Raf-1 5 0.00 0.91 Raf-2 1 0.00 0.50 Raf-2 2 0.00 0.99 Raf-2 3 0.00 0.99 Raf-2 4 0.00 0.99 Raf-2 5 0.00 0.99 RAFTER MEMBER DEFLECTIONS: Mem Load Deflection (in) Id Id Calc Allow Raf-1 1 0.00 0.46 Raf-1 2 0.00 0.91 Raf-1 3 0.00 0.91 Raf-1 4 0.00 0.91 Raf-1 5 0.00 0.91 Raf-2 1 0.00 0.50 Raf-2 2 0.00 0.99 Raf-2 3 0.00 0.99 Raf-2 4 0.00 0.99 Raf-2 5 0.00 0.99 ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ 1753#1BCR Rafter Splice Report 4/23/ 0 12:14am Surf Surf Splice ---Plate--- --- Design_Load--- ----------Bolts----------- Id Loc Id Width Thick Axl Shr Mom Type Diam Rows Space Gage ---- ----- ------ ----- ----- ----- ----- ----- ---- ----- ---- ----- ---- 3 0.0 Mom- 1 6.0 0.500 0.0 0.0 0.0 A325 0.750 1 0.00 3.00 0.0 0.0 0.0 A325 0.750 1 0.00 3.00 04/23/00 EWDES-R Page 9 of 30 TANK FARM/PACKAGING BUILDING RIGHT ENDWALL DESIGN -----------------=------------------------------------------------------------ ------------------------------------------------------------------------------ 1753#1BCR Bypass Girt Design Report 4/23/ 0 12:14am ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ ------------------- GIRT # 1 ; SPAN # 1 ------------------- GIRT LAYOUT: Bay Girt Bay Lap Dist(ft) Girt Girt Id Size Width Left Right Location Weight ----------- ----- ---- ------------- ------ 1 8x30C16 14.25 19.8750 45.3 45.3 WIND PRESSURE -------------- GIRT ANALYSIS: ---------SHEAR(k )----------------------MOMENT(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap . Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0.37 -0.37 0.00 -1.33 7.13 0.00 STRESS/DEFLECTION: Span------SHEAR(k )-----------MOMENT(f-k )---- Mom+Shr DEFLECTION(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow ---- --- ------ ----- ---- --- ------ ----- ---- --- ---- ------ ----- 1 LS 0.37 2.67 0.14 MS -1.33 5.20 0.26 LS 0.02 -0.20 1.90 04/23/00 EWDES-R Page 10 of 30 TANK FARM/PACKAGING BUILDING RIGHT ENDWALL DESIGN WIND SUCTION : ---------------- GIRT ANALYSIS: 04/23/00 EWDES-R Page I I of 30 ---------SHEAR(k )-------- --------------MOMENT(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id --- Sup Lap Lap ----- ----- ----- Sup ----- Sup ----- Lap ----- Mom Loc ----- -----" Lap Sup ----- ----- 1 -0.37 0.37 0.00 1.33 7.13 0.00 STRESS/DEFLECTION: Span ------SHEAR(k )------ -----MOMENT(f-k )---- Mom+Shr DEFLECTION(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow c ---- 1 --- ------ ----- LS -0.37 2.67 ---- --- 0.14 MS ------ 1.33 ----- 3.12 ---- --- ---- 0.43 LS 0.02 ------ ----- 0.20 1.90 04/23/00 EWDES-R Page I I of 30 TANK FARM/PACKAGING BUILDING RIGHT ENDWALL DESIGN ------------------------------------------------------------------------------- ------------------------------------------------------------------------------ 1753#1BCR Bypass Girt Design Report 4/23/ 0 12:14am ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ ------------------- GIRT # 1 ; SPAN # 2 ------------------- GIRT LAYOUT: Bay Girt Bay Lap Dist(ft) Id Size Width Left Right 2 8x30C16 13.25 WIND PRESSURE ---------------- GIRT ANALYSIS: Girt Girt Location Weight 19.8750 42.1 42.1 ---------SHEAR(k )----------------------MOMENT(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 0.35 -0.35 0.00 -1.15 6.62 0.00 STRESS/DEFLECTION: Span------SHEAR(k )-----------MOMENT(f-k )---- Mom+Shr DEFLECTION(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow ---- --- ------ ----- ---- --- ------ ----- ---- --- ---- ------ ----- 2 LS 0.35 2.67 0.13 MS -1.15 5.20 0.22 LS 0.02 -0.15 1.77 04/23/00 EWDES-R Page 12 of 30 TANK FARM/PACKAGING BUILDING RIGHT ENDWALL DESIGN WIND SUCTION : ---------------- GIRT ANALYSIS: ---------SHEAR(k )----------------------MOMENT(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 -0.35 0.35 0.00 1.15 6.62 0.00 STRESS/DEFLECTION: Span------SHEAR(k )-----------MOMENT(f-k )---- Mom+Shr DEFLECTION(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow, j ---- --- ------ ----- ---- --- ------ ----- ---- --- ---- ------ ----- 2 LS -0.35 2.67 0.13 MS 1.15 3.12 0.37 LS 0.02 0.15 1.77 04/23/00 EWDES-R Page 13 of 30 TANK FARM/PACKAGING BUILDING RIGHT ENDWALL DESIGN ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ 1753#1BCR Bypass Girt Design Report 4/23/ 0 12:14am ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ ------------------- GIRT # 1 ; SPAN # 3 ------------------- GIRT LAYOUT: Bay Girt Bay Lap Dist(ft) Id Size Width Left Right ----------- ----- ---- ----- 3 8x30C16 13.67 WIND PRESSURE : ---------------- GIRT ANALYSIS: Girt Girt Location Weight -------- ------ 19.8750 43.5 43.5 ---------SHEAR(k )----------------------MOMENT(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 3 0.36 -0.36 0.00 -1.23 6.83 0.00 STRESS/DEFLECTION: Span ------SHEAR(k )------ -----MOMENT(f-k )---- Mom+Shr DEFLECTION(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow ---- 3 --- ------ ----- ---- LS 0.36, 2.67 0.13 --- ------ ----- ---- MS -1.23 5.20 0.24 --- ---- LS 0.02 ------ ----- -0.17 1.82 04/23/00 EWDES-R Page 14 of 30 I TANK FARM/PACKAGING BLDG RIGID FRAME 2 DESIGN - FRAME ON BUS 2,3,4,5&6 *(15)SIDEWALL EXTENSIONS: *Surf No Ext ------- Extension -Size ------- Facia Load * Id Ext Id Type Width Elev Slope Height Width 1 0 4 0 *(16)EXTENSION LOADS: *Ext Dead Collat Live Windl_Coeff Wind2_Coeff Facia -Wind *Id psf psf psf Left Right Left Right Left Right *(17)BASIC LOADS: * Basic Wind Seis Weak _Axis -Force * Dead Live Snow Collateral Wind Load Load L_Col R_Col * psf psf psf psf psf Ratio k 2.50 12.00 0.00 13.00 19.85 1.00 2.4 0.00 0.00' *(18)WIND COEFFICIENTS: * Surf--Wind_1-----Wind-2--- Surface * Id Left Right Left Right Friction 1 0.80 -0.50 0.80 -0.50 0.00 2 -0.70 -0.70 -0.70 -0.70 0.00 3 -0.70 -0.70 -0.70 -0.70 0.00 4 -0.50 0.80 -0.50 0.80 0.00 *(19)DESIGN LOADS: * -------------------- Load _Coefficients ------------------- *Des Load Live/ Live ---Wind 1-- ---Wind 2-- Aux Load *'No. Id Dead Collat Snow Right Left Right Left Right Seis Id Coeff 19 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0 0.00' 5 1.00 1.00 1.00 0.00 0.00 0.50 0.00 0.00 0.00 0 0.00 6 1.00 0.00 0.50 0.00 1.00 0.00 0.00 0.00 0.00 0 0.00 7 1.00 0.00 0.50 0.00 0.00 1.00 0.00 0.00 0.00 0 0.00 8 1.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0 0.00 9 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0 0.00 10 1.00 1.00 1.00 0.00 0.00 0.00 0.50 0.00 0.00 0. 0.00 11 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.50 0.00 0 0.00 12 1.00 0.00 0.50 _0.00 0.00 0.00 1.00 0.00 0.00 0 0.00 13 1.00 0.00 0.50 0.00 .0.00. 0.00 0.00. .1.00 0..00 0 0.00 14 1.00 1.00 0:00 0.00 0.00 0.00 0.00 .0.00 1.00 0 0.00 15 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0 0.00 16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0 0.00 17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0 0.00 18 1.00 1.00 1.00 -0.50 0.00 0.00 0.00 0.00 0.00 0 0.00 19 1.00 1.00 0.50 0.50 0.00 0.00 0.00 0.00 0.00 0 0.00 r *(20)AUXILARY LOADS: *No. Aux Aux No. Add Add Comb *Aux Id Name Loads Id Coeff 0 04/23/00 RFDES-2 Page 3 of I I 0 TANK FARM/PACKAGING BLDG RIGID FRAME 2 DESIGN - FRAME ON BUS 2,3,4,5&6 *(21)ADDITIONAL LOADS: (F -k , W-k/ft, Dx,Dy,Dl-ft) *No. Add Surf Basic Load Fx Fy M Dx Dy -Conc *Add Id Id Type Type W1 W2 Co D11 D12 -Dist 2 1 2 'SEIS I 'C 6.20 0.00 0.000 0.000 19.000 2 4 'SEIS 'C 6.20 0.00 0.000 0.000 19.000 *(22)FLOOR BEAMS: * Bay No. Beam Beam Con_Type Con_Loc Beam Properties * Id Beam Id Ht Lt Rt Lt Rt Area Ixx 1 0 *(23)CABLES: * Bay No. Cable Cable Cable Cable * Id Cable Id Level Type Area 1 0 04/23/00 RFDES-2 Page 4 of I I TANK FARM/PACKAGING BLDG RIGID FRAME 2 DESIGN - FRAME ON BUS 2,3,4,5&6 ------------------------------------------------------------------------------- 1753#1BCR Base Plate and Anchor Bolt Design 4/23/ 0 12:14am ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Bolt Type = A307 Bolt Type = A325 Splice Member -Plate(in)-- Tens Load(k ,f -k )------ Bolt(in)------- Weld Id Typ Loc. Width Thick Loc. Id Shr Mom Row Diam Space Gage Reqd ------ ------ ----- ----- ---- -- --- ---- --- ----- ----- ----- ----- 1 PEE 1- 2 8.0 1.000 Top: 17 48 1082 2 1.250 4.00 4.00 0.375F Bot: 16 -21 885 2 1.250 4.00 4.00 0.375F 2 -EE 3- 4 6.0 0.625 Top: 8 -8 33 2 0.750 4.00 3.00 0.250F Bot: 1 0 116 2 0.750 4.00 3.00 0.250F 3 PEE 5- 6 8.0 1.000 Top: 16 -48 1082 2 1.250 4.00 4.00 0.375F Bot: 17 21 885 2 1.250 4.00 4.00 0.375F -----=------------------------------------------------------------------------- ------------------------------------------------------------------------------- 1753#1BCR Stiffener Report 4/23/ 0 12:14am ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Stiff Stiff Stiff Force Force Force Loc No. Width Thick Calc. Allow Ratio ------- --- ----- ----- ----- ----- ----- Col 1 1 4.00 0.250 54.6 119.0 0.46 Col 2. 1 4.00 0.250 54.6 119.0 0.46, 04/23/00 RFDES-2 Page 5 of I 1 Weak Column Max_Reactions(k ) Axis --- Plate_Size(in)--- ---- Bolts(in)---- Loc. Comp Tens Shear Tens Width Length Thick Row Diam Gage ------ Left ----- 25.5 ----- ----- -12.3 -12.4 ----- 0.0 ----- ------ ----- 8.0 22.75 0.625 ----- ----- ---- 2 1.000 4.00 Right 25.5 -12.3 12.4 0.0 8.0 22.75 0.625 2 1.000 4.00 -----------------------------------------------------------------------=------- ------------------------------------------------------------------------------- 1753#1BCR -----------------=-----------------------------------------------------=------- ------------------------------------------------------------------------------- Bolted -End -Plate Design 4/23/ 0 12:14am Bolt Type = A325 Splice Member -Plate(in)-- Tens Load(k ,f -k )------ Bolt(in)------- Weld Id Typ Loc. Width Thick Loc. Id Shr Mom Row Diam Space Gage Reqd ------ ------ ----- ----- ---- -- --- ---- --- ----- ----- ----- ----- 1 PEE 1- 2 8.0 1.000 Top: 17 48 1082 2 1.250 4.00 4.00 0.375F Bot: 16 -21 885 2 1.250 4.00 4.00 0.375F 2 -EE 3- 4 6.0 0.625 Top: 8 -8 33 2 0.750 4.00 3.00 0.250F Bot: 1 0 116 2 0.750 4.00 3.00 0.250F 3 PEE 5- 6 8.0 1.000 Top: 16 -48 1082 2 1.250 4.00 4.00 0.375F Bot: 17 21 885 2 1.250 4.00 4.00 0.375F -----=------------------------------------------------------------------------- ------------------------------------------------------------------------------- 1753#1BCR Stiffener Report 4/23/ 0 12:14am ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Stiff Stiff Stiff Force Force Force Loc No. Width Thick Calc. Allow Ratio ------- --- ----- ----- ----- ----- ----- Col 1 1 4.00 0.250 54.6 119.0 0.46 Col 2. 1 4.00 0.250 54.6 119.0 0.46, 04/23/00 RFDES-2 Page 5 of I 1 TANK FARM/PACKAGING BLDG RIGID FRAME 2 DESIGN - FRAME ON BUS 2,3,4,5&6 ------------------=------------------------------------------------------------ ------------------------------------------------------------------------------- 1753#1BCR Flange Brace Report 4/23/ 0 12:14am Surf No. Id Brace Weld Flange Braces Web To ---- 1 ----- 2 Loc ------------- 1 4 -Weld Sides: 2 2 ---- Max_ Weld—Shear ----- One_Side—Of _Web Part : L2x.075 L2x.075 Load Shear Size Force: 0.50 0.57 Id 2 3 Loc 3 6 9 ------- 1 ------ 8 Sides: 2 2 2 2 7 Part : L2x.075 L2x.075 L2x.075 1 3 Force: 0.63 0.48 0.29 3 3 Loc 1 4 7 0.188 4.24 Sides: 2 2 2 0.26 0.188 Part : L2x.075 L2x.075 L2x.075 14 0.26 Force: 0.29 0.48 0.63 4 2 Loc 1 4 6 8 36 Sides: 2 2 4.24 6 9 Part : L2x.075 L2x.075 0.188 4.24 6 Force: 0.50 0.57 0.58 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 1753#1BCR ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Weld Report: Web To Flange 4/23/ 0 12:14am -Weld Provided- ---- Max_ Weld—Shear ----- One_Side—Of _Web Member Segment Section Load Shear Size Shear Id Id Id Id (k/in ) (in) Win ) ------ 1 ------- 1 ------- 1 ------ 8 ------- 0.58 ----- 0.188 ------- 4.24 1 2 7 15 0.13 0.188 4.24 1 3 13 15 0'.07 0.188 4.24 2 4 19 15 0.22 0.188 4.24 3 5 20 15 0.26 0.188 4.24 4 6 29 14 0.26 0.188 4:24 5 7 30 14 0.22 0.188 4.24 6 8 36 14 0.07 0.188 4.24 6 9 42 14 0.13 0.188 4.24 6 10 48 3 0.58 0.188 4.24 04/23/00 RFDES-2 - Page 6 of I 1 TANK FARM/PACKAGING BLDG RIGID FRAME 2 DESIGN - FRAME ON BUS 2,3,4,5&6 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 1753#1BCR Special Segment Report 4/23/ 0 12:14am ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- SEGMENT SIZE AT LEFT COLUMN: ----------------------------- Web Thick= 0.313 ( 0.313) Flange Width= 6.000 ( 8.000) Flange Thick= 0.313 ( 0.375) SEGMENT SIZE AT RIGHT COLUMN: ----------------------------- Web Thick= 0.313 ( 0.313) Flange Width= 6.000 ( 8.000) Flange Thick= 0.313 ( 0.375) 0 04/23/00 RFDES-2 Page 7 of I 1 TANK FARM/PACKAGING BLDG RIGID FRAME 2 DESIGN - FRAME ON BUS 2,3,4,5&6 ------------------------------------------------------------------------------- 1753#1BCR Design Summary Report 4/23/ 0 12:14am ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MEMBERS: Mem Seg1 Flange lWeb_Depthl Plate -Thickness I Max_UCV I Max -UCO I Max_UCI Id Id I Len WidjStrt Endl Web 0-flg I-flglId Ld UcvjId Ld UcolId Ld Uci 1 1 20.0 8.0 22.0 44.1 0.188 0.375 0.375 6 15 0.61 6 2 0.70 6 15 0.77 1 2 20.0 8.0 44.1 66.2 0.313 0.375 0.375 12 15 0.20 7 2 0.53 11 15 0.69 1 3 10.2 8.0 66.2 72.0 0.313 0.375 0.375 15 15 0.22 15 2 0.36 15 15 0.47 2 4 11.9 6.0 66.0 48.0 0.313 0.313 0.375 16 15 0.52 16 16 0.66 17 15 0.89 3 5 17.0 6.0 48.0 48.0 0.250 0.250 0.375 20 15 0.62 20 14 0.64 20-A'7 0.97 4 6 17.0 6.0 48.0 48.0 0.250 0.250 0.375 29 14 0.62 29 15 0.64 29 16 0.97 5 7 11.9 6.0 48.0 66.0 0.313 0.313 0.375 33 14 0.52 33 17 0.66 32 14 0.89 6 8 10.2 8.0 72.0 66.2 0.313 0.375 0.375 34 14 0.22 34 3 0.36 34 14 0.47 6 9 20.0 8.0 66.2 44.1 0.313 0.375 0.375 37 14 0.20 42 9 0.53 38 14 0.69 6 10 20.0 8.0 44.1 22.0 0.188 0.375 0.375 43 14 0.61 43 9 0.70 43 14 0.77 LOAD COMBINATIONS: 2 - DL+WL1 3 - DL+WR1 9 - DL+WR2 14 - DL+CO+SEIS 15 - DL+CO-SEIS 16 - SEIS 17 - -SEIS WEIGHTS: Member 1 2 3 4 5 6 --------- ---- ---- ---- ---- ---- ---- Weight (lb) 3406 886 902 902 886 3406 Total Weight (lb) Frame Members = 10388 Interior Col. = 0 Conn. Plates = 996 Base Plates = 65 Trans Stiff = 0 11449 04/23/00 RFDES-2 Page 8 of I I TANK FARM/PACKAGING BLDG RIGID FRAME 2 DESIGN - FRAME ON BUS 2,3,4,5&6 REACTIONS: (Sidewall Columns) Load Id 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 ----- Left ------ Fx(k ) ------ -Column Fy(k ) ------- M(f-k ) ------- 4.78 25.51 0.00 -16.51 -13.62 0.00 11.06 7.39 0.00 -3.90 15.15 0.00 9.88 25.65 0.00 -15.57 -9.21 0.00 12.00 11.80 0.00 -16.51 -13.62 0.00 11.06 7.39 0.00 -3.90 15.15 0.00 9.88 25.65 0.00 -15.57 -9.21 0.00 12.00 11.80 0.00 -5.70 0.28 0.00 11.50 33.09 0.00 -8.60 -16.41 0.00 8.60 16.41 0.00 4.31 24.44 0.00 4.31 22.16 0.00 DEFLECTIONS : (in) Load Id 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 Lateral Defl @ Top Of Col Vert Defl Left Right @ Midspan -0.05 0.05 -0.49 3.03 2.99 0.19 -2.99 -3.03 0.19 1.47 1.54 -0.35 -1.54 -1.47 -0.35 3.02 3.00 0.09 -3.00 -3.02 0.09 3.03 2.99 0.19 -2.99 -3.03 0._19 1:47 1.54 -0.35 -1.54 -1.47 -0.35 3.02 3.00 0.09 -3.00 -3.02 0.09 3.25 3.30 -0.29 -3.30 -3.25 -0.29 3.28 3.28 0.00 -3.28 -3.28 0.00 0.01 0.09 -0.44 -0.09 -0.01 -0.44 -----Right_Column--- Fx(k ) Fy(k ) M(f-k -4.78 25.51 0.00 -11.06 7.39 0.00 16.51 -13.62 0.00 -9.88 25.65 0.00 3.90 15.15 0.00 -12.00 11.80 0.00 15.57 -9.21 0.00 -11.06 7.39 0..00 16.51 -13.62 0.00 -9.88 25.65 0.00 3.90 15.15 0.00 -12.00 11.80 0.00 15.57 -9.21 0.00 -11.50 33.09 0.00 5.70 0.28 0.00 -8.60 16.41 0.00 8.60 -16.41 0.00 -4.31 22.16 0.00 -4.31 24.44 0.00 04/23/00 RFDES-2 Page 9 of I 1 TANK FARM/PACKAGING BLDG RIGID FRAME 2 DESIGN - FRAME ON BUS 2,3,4,5&6 DEFLECTIONS LIMITr Lateral Defl Load @ Top Of Col Vert Defl Id Left Right @ Midspan ---- ---- ----- --------- 1 12794 12796 1730 2 198 201 4455 3 201 198 4455 4 409 391 2393 5 391 409 2393 6 199 200 9179 7 200 199 9179 8 198 201 4455 9 201 198 4455 10 409 391 2393 11 391 409 2393 12 199 200 9179 13 200 199 9180 14 185 182 2884 15 182 185 2884 16 184 184 99999 17 184 184 99999 18 79336 6528 1923 19 6528 79277 1923 Max Live Vertical = -0.21, Span/Deflection = 3966 Max Horizontal Drift= 3.30, Eave Height/Drift= 182. 04/23/00 RFDES-2 Page 10 of I I TANK FARM/PACKAGING BLDG RIGID FRAME 2 DESIGN - FRAME ON BUS 2,3,4,5&6 ------------------------------------------------------------------------------- 1753#1BCR Rigid Frame Clearances 4/23/ 0 12:14am ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- VERTICAL CLEARANCE: ------------------ Left Col Right Col Midspan HORIZONTAL CLEARANCE: -------------------- Left Col - Right Col 44'03-13" (X= 6'08-12", Y= 44'03-13") 44'03-13" (X= 63'03-04", Y= 44'03-13".) 48'02-02" (X= 35'00-00", Y= 48'02-02") 56'06-08" (X1= 6'08-12", X2= 63'03-44") ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 1753#1BCR Rigid Frame Design Warnings 4/23/ 0 12:14am . No Warnings 04/23/00 RFDES-2 Page 11 of 11 TANK FARM/PACKAGING BLDG RIGID FRAME 3 DESIGN - FRAME ON BUS 7,8,9&10 *1753#1BCR Rigid Frame Design Input Echo 4/23/ 0 12:14am *(1)JOBID: (Max: 60 char) 11753#1BCR ' *(2)PROGRAM OPTIONS: *Frame Frame Stress. Frame No -Of End -Conn Steel Splice Build Seis * Id Type Space Space Cycle Lt Rt Code Fix Code Year Zone 3 'RF ' 5.00 26.00 7 'P' 'P' 189' 1.00 'UBC ' 197' '3 ' *(3)ANALYSIS OPTIONS: * Plate Depth Column -Dep - Opt(in) Rafter_Dep_Opt(in) Web_Stiffener; * Opt Opt Typ MinMax Typ Min Max Use Ratio R.,Side 'N' 'N' 'T' 7.50 72.00 'T' 10.00 72.00 'N' 0.00 'Y ' a *(4)DESIGN CONSTANTS: *----------- Steel _Yield(ksi )--------------- Stress _Ratio---- Deflect Limit * Web Flg R_Frm P_Frm T_Frm EP BP Frame Col EP BP Horz Vert 50.0 50.0 50.0 35.0 46.0 50.0 50.0 1.03 1.03 0.95 0.50 180.0 240.0 *(5)REPORTS: * Input Design End Base Revise Action Sec Flange Segment Unbrc Floor Cable * Echo Summary Plate Plate Input Stress Prop Brace Displ. Len React React 'I' 'Y' 'Y' 'V? ?VI IN' IN' ITT' IN' IN' IVO IVI *(6)BUILDING SHAPE: * No. X_Coord Y_Coord Offset * Surf (ft) (ft) .(in) 4 0.0000 50.0000 8.000 35.0000 52.9167 8.000 70.0000 50.0000 8.000 70.0000 0.0000 8.000 *(7)MEMBER DEPTHS: * Surf Member * Id Size 1 '--------' 2 '--------' 3 '--------' 4 '--------' --Depth(in)-- No. Start End Dep 22.000 72.000 0 66.000 48.000 1 48.000 66:000 1 72.000 22.000 0 *(8)MEMBER SPLICES: (Max: 40 total splices) * Surf No. Splice Splice * Id Splice Loc(ft) Type 1 0 2 1 0.0000 'PEE' 3 1 0.0000 '-EE' 4 1 0.0000 'PEE' Interior_Depths Loc.(ft) Depth(in) 18..0658 48.000 17.0556 - 48.000 04/23/00 RFDES-3 Page I of I I TANK FARM/PACKAGING BLDG RIGID FRAME 3 DESIGN - FRAME ON BUS 7,8,9&10 *(9)SEGMENT PLATES- (Max: 100 segments) * Mem No. Seg Len Flange Plate Thickness (in) * Id Seg Id (ft) Width Web O.S.Flg I.S.Flg 1 3 1 20.00 8.0 0.1875 0.5000 0.5000 2 20.00 8.0 0.3125 0.5000 0.5000 3 0.00 8.0 0.3125 0.5000 0.5000 2 1 4 0.00 6.0 0.3125 0.3125 0.5000 3 1 5 0.00 6.0 0.2500 0.2500 0.3750 4 1 6 0.00 6.0 0.2500 0.2500 0.3750 5 1 7 0.00 6.0 0.3125 0.3125 0.5000 6 3 8 0.00 8.0 0.3125 0.5000 0.5000 9 20.00 8.0 0.3125 0.5000 0.5000 10 20.00 8.0 0.1875 0.5000 0.5000 *(10)INTERIOR COLUMNS: * No. Col Col Col Col Connection Unbrace_Length Col Col * Col Id Typ Rot Loc Bot Top Major Minor Set Size 0 *(11)BASE ELEVATION: * Elev -10.5 Left Column -10.5 Right Column *(12)WALL GIRTS: (Max: 20 girts/surface) * Surf Girt Girt Girt No. * Id Depth Project Lap Girt Location(ft) 1 8.00 0.00 0.875 5 24.333 25.750 31.667 37.583 43.500 4 8.00 0.00 0.875 5 19.875 25.750 31.667 37.583 43.500 *(13)ROOF PURLINS: * Surf Purl Purl Purl No. Peak Set Of -Set Space- * Id Depth Project Lap Purlin Space Space Space No. 2 8.00. 0.00 2.875 .9 1.000 3 1.000 1 3.371 1 4.250 7 3 8.00 0.00 2.875 9 1.000 3 4.250 7 3.371 1 1.000 1 *(14)FLANGE BRACES: (Max: 400 total braces) * Surf No. Flange_Brace_At * Id Brace Girt/Purlin Number 1 2 1 4 2 3 3 6 9 3 3 1 4 7 4 2 1 4 04/23/00 RFDES-3 Page 2 of 11 I R TANK FARM/PACKAGING BLDG RIGID FRAME 3 DESIGN - FRAME ON BUS 7,8,9&10 *(15)SIDEWALL EXTENSIONS: *Surf No Ext ------- Extension -Size ------- Facia Load * Id Ext Id Type Width Elev Slope Height Width 1 0 4 0 *(16)EXTENSION LOADS: *Ext Dead Collat Live Windl_Coeff Wind2_Coeff Facia -Wind *Id psf psf psf Left Right Left Right Left Right *(17)BASIC LOADS: * Basic Wind Seis Weak _Axis -Force * Dead Live Snow Collateral Wind Load Load L_Col R_Col * psf psf psf psf psf Ratio k 2.50 12.00 0.00 13.00 19.85 1.00 2.5 0.00 0.00" *(18)WIND COEFFICIENTS: * Surf --Wind_1--- --Wind-2--- Surface * Id Left Right Left Right Friction 1 0.80 -0.50 0.80 -0.50 0.00 2 -0.70 -0.70 -0.70 -0.70 0.00 3 -0.70 -0.70 -0.70 -0.70 0.00 4 -0.50 0.80 -0.50 0.80 0.00 , *(19)DESIGN LOADS: * ------- 7 ------------ Load _Coefficients ------------------- *Des Load Live/ Live ---Wind 1-- ---Wind 2-- Aux Load *No. Id Dead Collat Snow Right Left Right Left Right Seis Id Coeff 19 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0 0.00' 5 1.00 1.00 1.00 0.00 0.00 0.50 0.00 0.00 0.00 0 0.00 6 1.00 0.00 0.50 0.00 1.00 0.00 0.00 0.00 0.00 0 0.00 7 1.00 0.00 0.50 0.00 0.00 1.00 0.00 0.00 0.00 0 0.00 8 1.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0 0.00 9 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0 0.00 10 1.00 1.00 1.00 0.00 0.00 0.00 0.50 0.00 0.00 0• 0.00 11 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.50 0.00 0 0.00 12 1.00 0.00 0.50 0.00 0.00 0.00 1.00 0.00 0.00 0 0.00 13 1.00, 0.00 0.50 0..00 0..00 0.00 0.00 1.00 0.00 0 0.00 14 1.00 1.00 0.00 0.00 0.00 0:00 0.00 0.00 1.00 0 0.00 15 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0 0.00 16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0 0.00 17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0 0.00 18 1.00 1.00 1.00 -0.50 0.00 0.00 0.00 0.00 0.00 0 0.00 19 1.00 1.00 0.50 0.50 0.00 0.00 0.00 0.00 0.00 0 0.00 *(20)AUXILARY LOADS: *No. Aux Aux No. Add Add Comb *Aux Id Name Loads Id Coeff 0 04/23/00 RFDES-3 Page 3 of 11 0 TANK FARM/PACKAGING BLDG RIGID FRAME 3 DESIGN - FRAME ON BUS 7,8,9& 10 *(21)ADDITIONAL LOADS: (F -k , W-k/ft, Dx,Dy,Dl-ft) *No. Add Surf Basic Load Fx Fy M Dx Dy -Conc *Add Id Id Type Type W1 W2 Co Dll D12 -Dist 1 1 2 'SEIS 'C ' 7.75 0.00 0.000 0.000 19.000 *(22)FLOOR BEAMS: * Bay No. Beam Beam Con_Type Con_Loc Beam Properties * Id Beam Id Ht Lt Rt Lt Rt Area Ixx 1 0 *(23)CABLES: * Bay No. Cable Cable Cable Cable * Id Cable Id Level Type Area 1 0 I 04/23/00 RFDES-3 Page 4 of 11 TANK FARM/PACKAGING BLDG RIGID FRAME 3 DESIGN - FRAME ON BUS 7,8,9&10 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 1753#1BCR Base Plate and Anchor Bolt Design 4/23/ 0 12:14am ------------------------------------------------------------------------------- Bolt Type = A307 Weak Column Max_Reactions(k ) Axis --- Plate_Size(in)--- ---- Bolts(in) ---- Loc. Comp Tens Shear Tens Width Length Thick Row Diam Gage ------ ----- ----- ----- ----- ----- ------ ----- ----- ----- ---- Left 30.7 -13.3 -15.5 0.0 8.0 23.00 0.625 2 1.000 4.00 Right 30.7 -13.3 15.5 0.0 8.0 23.00 0.625 2 1.000 4.00 -----------------------------------------------------------------------==------ -------------------------------------------------------------------------------- 1753#1BCR Bolted -End -Plate Design 4/23/ 0 12:14am Bolt Type = A325 Splice Member -Plate(in)-- Tens Load(k ,f -k )------ Bolt(in)------- Weld Id Typ Loc. Width Thick Loc. Id Shr Mom Row Diam Space Gage Reqd ------ ------ ----- ----- ---- -- --- ---- --- ----- ----- ----- ----- 1 PEE 1- 2 8.0 1.000 Top: 17 42 879 2 1.125 4.00 4.00 0.375F Bot: 16 -9 626 2 1.125 4.00 4.00 0.375F 2 -EE 3- 4 6.0 0.625 Top: 3 10 39 2 0.750 4.00 3.00 0.250F Bot: 1 0 132 2 0.750 4.00 3.00 0.250F 3 PEE 5- 6 8.0 1.000 Top: 16 -40 775 2 1.125 4.00 4.00 0.375F Bot: 17 7 522 2 1.125 4.00 4.00 0.375F ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 1753#1BCR Stiffener Report 4/23/ 0 12:14am ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Stiff Stiff Stiff Force Force Force Loc No. Width Thick Calc. Allow Ratio ------- --- ----- ----- ----- ----- ----- Col 1 1 4.00 0.250 55.3 119.0 0.46 Col 2 1_ 4.00 0.250 50.9 119.0 0.43 04/23/00 RFDES-3 Page 5 of I 1 TANK FARM/PACKAGING BLDG RIGID FRAME 3 DESIGN - FRAME ON BUS 7,8,9&10 ------------------=------------------------------------------------------------ ------------------------------------------------------------------------------- 1753#1BCR Flange Brace Report 4/23/ 0 12:14am ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Surf No. Id Brace Weld Report: Flange Braces Flange 1 2 Loc 1 4 Weld -Weld—Provided- Provided- Sides: 2 2 ----- One—Side—Of—Web Part : L2x.075 L2x.105 Load Shear Size Force: 0.74 0.77 Id 2 3 Loc 3 6 9 ------- 1 ------ 2 Sides: 2 2 2 2 7 Part : L2x.075 L2x.075 L2x.075 1 3 Force: 0.63 0.40 0.33 3 3 Loc 1 4 7 0.188 4.24 Sides: 2 2 2 0.23 0.188 Part : L2x.075 L2x.075 L2x.075 14 0.22 Force: 0.33 0.38 0.59 4 2 Loc 1 4 6 8 36 Sides: 2 2 4.24 6 9 Part : L2x.075 L2x.105 0.188 4.24 6 Force: 0.70 0.77 0.76 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 1753#1BCR Weld Report: Web To Flange 4/23/ 0 12:14ain Weld -Weld—Provided- Provided- ----Max_Weld_Shear----- ---- Max—Weld—Shear ----- One—Side—Of—Web Member Segment Section Load Shear Size Shear Id Id Id Id (k/in ) (in) Win ) ------ 1 ------- 1 ------- 1 ------ 2 ------- 0.76 ----- 0.188 ------- 4.24 1 2 7 2 0.16 0.188 4.24 1 3 13 15 0.06 0.188 4.24 2 4 19 15 0.23 0.188 4.24 3 5 20 15 0.23 0.188 4.24 4 6 29 14 0.22 0.188 4.24 5 7 30 14 0.22 0.188 4.24 6 8 36 14 0.08 0.188 4.24 6 9 42 3 0.16 0.188 4.24 6 10 48 3 0.76 0.188 4.24 04/23/00 RFDES-3 Page 6 of I 1 I TANK FARM/PACKAGING BLDG RIGID FRAME 3 DESIGN - FRAME ON BUS 7,8,9&10 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 1753#1BCR Special Segment Report 4/23/ 0 12:14am ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- SEGMENT SIZE AT LEFT COLUMN: ----------------------------- Web Thick= 0.313 ( 0.313) Flange Width= 6.000 ( 8.000) - Flange Thick= 0.313 ( 0.500) SEGMENT SIZE AT RIGHT COLUMN: ----------------------------- Web Thick= 0.313 ( 0.313) Flange Width= 6.000 ( 8.000) Flange Thick= 0.313 ( 0.500) I 04/23/00 RFDES-3 Page 7 of 1 I TANK FARM/PACKAGING BLDG RIGID FRAME 3 DESIGN - FRAME ON BUS 7,8,9&10 ------------------=------------------------------------------------------------ ------------------------------------------------------------------------------- 1753#1BCR Design Summary Report 4/23/ 0 12:14am ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MEMBERS: Mem Segl Flange IWeb_Depthl Plate -Thickness I Max_UCV I Max -UCO I Max_UCI Id Id•I Len WidlStrt Endl Web 0-flg I-flglId Ld UcvlId Ld UcolId Ld Uci 1 1 20.0 8.0 22.0 44.1 0.188 0.500 0.500 4 2 0.71 6 2 0.94 6 5 0.81 1 2 20.0 8.0 44.1 66.2 0.313 0.500 0.500 7 2 0.15 7 2 0.79 7 5 0.65 1 3 10.2 8.0 66.2 72.0 0.313 0.500 0.500 15 15 0.16 13 2 0.35 13 2 0.30 2 4 11.9 6.0 66.0 48.0 0.313 0.313 0.500 16 1 0.55 16 2 0.57 19 3 0.62 3 5 17.0 6.0 48.0 48.0 0.250 0.250 0.375 20 15 0.54 20 14 0.51 20 --�3 0.80 4 6 17.0 6.0 48.0 48.0 0.250 0.250 0.375 29 14 0.52 29 7 0.45 29 2 0.80 5 7 11.9 6.0 48.0 66.0 0.313 0.313 0.500 33 1 0.55 33 3 0.57 30 2 0.62 t 6 8 10.2 8.0 72.0 66.2 0.313 0.500 0.500 34 14 0.21 36 3 0.35 34 14 0.35 6 9 20.0 8.0 66.2 44.1 0.313 0.500 0.500 37 14 0.19 42 3 0.53 41 6 0.56 6 10 20.0 8.0 44.1 22.0 0.188 0.500 0.500 45 3 0.71 43 3 0.66 43 14 0.56 LOAD COMBINATIONS: 1 - DL+CO+LL 2 - DL+WL1 3 - DL+WR1 5 - DL+CO+LL+WR1/2 6 - DL+LL/2+WL1 7 - DL+LL/2+WR1 14 - DL+CO+SEIS 15 - DL+CO-SEIS WEIGHTS: Member 1 2 3 4 5 6 ---------- ---- ---- ---- ---- ---- ---- Weight (lb) 3753 916 902 902 916 3753 Total Weight (lb) : Frame Members = 11141 Interior Col. = 0 Conn. Plates 998 Base Plates = .65 Trans Stiff = 0 12203 04/23/00 RFDES-3 Page 8 of 11 TANK FARM/PACKAGING BLDG RIGID FRAME 3 DESIGN - FRAME ON BUS 7,8,9&10 REACTIONS: (Sidewall Columns) Load Id 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 ----- Left ------ Fx(k ) ------ -Column Fy(k ) ------- M(f-k ) ------- 6.01 30.71 0.00 -20.61 -17.73 0.00 13.52 8.28 0.00 -4.80 17.88 0.00 12.27 30.89 0.00 -19.41 -12.27 0.00 14.72 13.74 0.00 -20.61 -17.73 0.00 13.52 8.28 0.00 -4.80 17.88 0.00 12.27 30.89 0.00 -19.41 -12.27 0.00 14.72 13.74 0.00 -1.52 8.10 0.00 8.74 31.48 0.00 -5.13 -11.69 0.00 5.13 11.69 0.00 5.41 29.39 0.00 5.41 26.57 0.00 DEFLECTIONS : (in) ----- Right_Column----- Fx(k ) Fy(k ) M(f-k ) -6.01 Lateral Defl 0.00 Load @ Top Of Col Vert Defl Id Left Right @ Midspan ---- 1 ---- -0.05 ----- 0.05 --------- -0.53 2 3.28 3.24 0.22 3 -3.24 -3.28 0.22 4 1.59 1.67 -0.38 5 -1.67 -1.59 -0.38 6 3.27 3.25 0.11 7 -3.25 -3.27 0.11 8 3.28 3.24 0.22 9 -3.24 -3.28 .0.22 IO 1.59 1.67. -0.38 11 -1.67 -1.59 -0.38 12 3.27 3.25 0.11 13 -3.25 -3.27 0.11 14 2.09 2.16 -0.40 15 -2.15 -2.10 -0.24 16 2.12 2.13 -0.08 17 -2.12 -2.13 0.08 18 0.01 0.10 -0.48 19 -0.10 -0.01 -0.48 ----- Right_Column----- Fx(k ) Fy(k ) M(f-k ) -6.01 30.71 0.00 -13.52 8.28 0.00 20.61 -17.73 0.00 -12.27 30.89 0.00 4.80 17.88 0.00 -14.72 13.74 0.00 19.41 -12.27 0.00 -13.52 8.28 0.00 20.61 -17.73 0.00 -12.27 30.89 0.00 4.80 17.88 0.00 -14.72 13.74 0.00 19.41 -12.27 0.00 -11.23 31.48 0.00 4.02 8.10 0.00 -7.62 11.69 0.00 7.62 -11.69 0.00 -5.41 26.57 0.00 -5.41 29.39 0.00 04/23/00 RFDES-3 Page 9 of 11 TANK FARM/PACKAGING BLDG RIGID FRAME 3 DESIGN - FRAME ON BUS 7,8,9&10 DEFLECTIONS LIMIT: Lateral Defl Load @ Top Of Col Vert Defl Id Left Right @ Midspan ---- ---- ----- --------- 1 11715 11714 1575 2 183 186 3885 3 186 183 3885 4 378 361 2186 5 361 378 2186 6 184 185 7777 7 185 184 7777 8 183 186 3885 9 186 183 3885 10 378 361 2186 11 361 378 2186 12 184 185 7777 13 185 184 7777 14 288 278 2112 15 280 286 3560 16 284 282 10389 17 284 282 10389 18 49942 5769 1753 19 5770 49954 1753 Max Live Vertical = -0.23, Span/Deflection = 3610 Max Horizontal Drift= 3.28, Eave Height/Drift= 183. 04/23/00 PFDES-3 Page 10 of 11 t TANK FARM/PACKAGING BLDG RIGID FRAME 3 DESIGN - FRAME ON BUS 7,8,9&10 ------------------=------------------------------------------------------------ ------------------------------------------------------------------------------- 1753#1BCR Rigid Frame Clearances 4/23/ 0 12:14am ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- VERTICAL CLEARANCE: ------------------ Left Col Right Col Midspan HORIZONTAL CLEARANCE: -------------------- Left Col - Right Col 44'03-12" (X= 6'09-00", Y= 44'03-12") 44'03-12" (X= 63'03-00", Y= 44'03-12") 48'02-02" (X= 35'00-00", Y= 48'02-02") 56'06-00" (X1= 6'09-00", X2= 63'03-d0!") ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 1753#1BCR Rigid Frame Design Warnings 4/23/ 0 12:14am .. No Warnings 04/23/00 RFDES-3 Page 11 of 11 TANK FARM/PACKAGING BLDG RIGID FRAME 4 DESIGN - FRAME ON BL 11 ------------------------------------------------------------------------------- *1753#lBC Rigid Frame Design Input Echo 4/23/ 0 12:14am ------------------------------------------------------------------------------- *(1)JOBID: (Max: 60 char) 11753#1BC ' *(2)PROGRAM OPTIONS: *Frame Frame Stress Frame No -Of End -Conn Steel Splice Build Seis * Id Type Space Space Cycle Lt Rt Code Fix Code Year Zone 4 'RF ' 5.00 26.00 7 'P' 'P' 189' 1.00 'UBC ' 197' 13 ' *(3)ANALYSIS OPTIONS: * Plate Depth Column_Dep_Opt(in) Rafter_Dep_Opt(in) Web _ Stiffener ; * Opt Opt Typ Min Max Typ Min Max Use Ratio B�Side 'N' 'N' 'T' 7.50 72.00 'T' 10.00 72.00 'N' 0.00 'Y ' n *(4)DESIGN CONSTANTS: *----------- Steel _Yield(ksi )--------------- Stress _Ratio---- Deflect Limit * Web Flg R_Frm P_Frm T_Frm EP BP Frame Col EP BP Horz Vert 50.0 50.0 50.0 35.0 46.0 50.0 50.0 1.03 1.03 0.95 1.03 180.0 240.0 *(5)REPORTS: * Input Design End Base Revise Action Sec Flange Segment Unbrc Floor Cable * Echo Summary Plate Plate Input Stress Prop Brace Displ. Len React React III IYO 1 Y I 1 V I TY? IN' IN' I N' IN' IN? VYI p y l *(6)BUILDING SHAPE: * No. X_Coord Y_Coord Offset * Surf (ft) (ft) (in) 4 0.0000 50.0000 8.000 35.0000 52.9167 8.000 70.0000 50.0000 8.000 70.0000 0.0000 8.000 *(7)MEMBER DEPTHS: * Surf Member * Id Size 1 '--------' 2 17 ------- 3 3 '------=-' 4 '--------' --Depth(in)-- No. Start End Dep 22.000 54.000 0 48.0.00 .33..000 1 33.000 48.000 1 54.000 22.000 0 *(8)MEMBER SPLICES: (Max: 40 total splices) * Surf No. Splice Splice * Id Splice Loc(ft) Type 1 0 2 1 0.0000 'PEE' 3 1 0.0000 '-EE' 4 1 0.0000 'PEE' Interior_Depths Loc.(ft) Depth(in) 18.0658 33.000 17.0556 33.000 04/23/00 RFDES-4 Page 1 of 10 TANK FARM/PACKAGING BLDG RIGID FRAME 4 DESIGN - FRAME ON BL 11 *(9)SEGMENT PLATES' (Max: 100 segments) * Mem No. Seg Len Flange Plate Thickness (in) * Id Seg Id (ft) Width Web O.S.Flg I.S.Flg 1 2 1 20.00 8.0 0.1875 0.3750 0.3750 2 0.00 8.0 0.2500 0.3750 0.3750 2 1 3 0.00 6.0 0.3125 0.3125 0.3750 3 1 4 0.00 6.0 0.2500 0.2500 0.2500 4 1 5 0.00 6.0 0.2500 0.2500 0.2500 5 1 6 0.00 6.0 0.3125 0.3125 0.3750 6 2 7 0.00 8.0 0.2500 0.3750 0.3750 8 20.00 8.0 0.1875 0.3750 0.3750 U *(10)INTERIOR COLUMNS: * No. Col Col Col Col Connection Unbrace_Length Col Col * Col Id Typ Rot Loc Bot Top Major Minor Set Size 0 *(11)BASE ELEVATION: * Elev 181.5 Left Column 181.5 Right Column *(12)WALL GIRTS: (Max: 20 girts/surface) * Surf Girt Girt Girt No. * Id Depth Project Lap Girt Location(ft) 1 8.00 0.00 0.875 5 24.333 25.750 31.667 37.583 43.500 4 8.00 0.00 0.875 5 19.875 25.750 31.667 37.583 43.500 *(13)ROOF PURLINS: * Surf Purl Purl Purl No. Peak * Id Depth Project Lap Purlin Space 2 8.00 0.00 2.875 9 1.000 3 8.00 0.00 2.875 9 1.000 *(14)FLANGE BRACES: (Max: 400 total braces) * Surf No. Flange_Brace_At * Id Brace Girt/Purlin Number 1 2 1 4 2 3 3 6 9 3 3 1 4 7 4 2 1 4 Set Of -Set Space - Space Space No. 3 1.000 1 3.37.1 1 . 4.250 7 3 4.250 7 3.371 1 1.000 1 04/23/00 RFDES-4 Page 2 of 10 TANK FARM/PACKAGING BLDG RIGID FRAME 4 DESIGN - FRAME ON BL 11 *(15)SIDEWALL EXTENSIONS: *Surf No Ext ------- Extension -Size ------- Facia Load * Id Ext Id Type Width Elev Slope Height Width 1 0 4 0 *(16)EXTENSION LOADS: *Ext Dead Collat Live Windl_Coeff Wind2_Coeff Facia Wind *Id psf psf psf Left Right Left Right Left Right *(17)BASIC LOADS: * Basic Wind Seis Weak_ Axis_ Force * Dead Live Snow Collateral Wind Load Load L_Col R_Col * psf psf psf psf psf Ratio k 2.50 12.00 0.00 13.00 19.85 1.00 2.5 .0.00 0.00'1 *(18)WIND COEFFICIENTS: * Surf --Wind_1--- --Wind-2--- Surface * Id Left Right Left Right Friction 1 0.80 -0.50 0.80 -0.50 0.00 2 -0.70 -0.70 -0.70 -0.70 0.00 3 -0.70 -0.70 -0.70 -0.70 0.00 4 -0.50 0.80 -0.50 0.80 0.00 *(19)DESIGN LOADS: * --------------------Load Coefficients ------------------- *Des Load Live/ Live ---Wind 1-- ---Wind 2-- Aux Load *No. Id Dead Collat Snow Right Left Right Left Right Seis Id Coeff 19 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0 0.00' 5 1.00 1.00 1.00 0.00 0.00 0.50 0.00 0.00 0.00 0 0.00 6 1.00 0.00 0.50 0.00 1.00 0.00 0.00 0.00 .0.00 0 0.00 7 1.00 0.00 0.50 0.00 0.00 1.00 0.00 0.00 0.00 0 0.00 8 1.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0 0.00 9 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0 0.00 10 1.00 1.00 1.00 0.00 0.00 0.00 0.50 0.00 0.00 0 0.00 11 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.50 0.00 0 0.00 12 1.00 0.00 0.50 0.00 0.00 0.00 1.00 0.00 0.00 0 0.00 13 1.00. 0.00 0.50 0,.00. 0.00 0.00 0.00 1.00 0.00 0 0.00 14 1.00 1.00 0.00 . 0.00 0.00 0.00 0..00' 0.00 1.00 0 0.00 15 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0 0.00 16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0 0.00 17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0 0.00 18 1.00 1.00 1.00 -0.50 0.00 0.00 0.00 0.00 0.00 0 0.00 19 1.00 1.00 0.50 0.50 0.00 0.00 0.00 0.00 0.00 0 0.00 *(20)AUXILARY LOADS: *No. Aux Aux No. _Add Add -Comb *Aux Id Name Loads Id Coeff 0 04/23/00 RFDES-4 Page 3 of 10 TANK FARM/PACKAGING BLDG RIGID FRAME 4 DESIGN - FRAME ON BL 11 *(21)ADDITIONAL LOADS: (F -k , W-k/ft, Dx,Dy,Dl-ft) *No. Add Surf Basic Load Fx Fy M Dx Dy -Conc *Add Id Id Type Type Wl W2 Co Dll D12 -Dist 1 1 2 'SEIS 'C ' 3.88 0.00 0.000 0.000 19.000 *(22)FLOOR BEAMS: * Bay No. Beam Beam Con_Type Con_Loc Beam Properties * Id Beam Id Ht Lt Rt Lt Rt Area Ixx 1 0 *(23)CABLES: * Bay No. Cable Cable Cable Cable * Id Cable Id Level Type Area i 1 0 04/23/00 RFDES-4 Page 4 of 10 TANK FARMlPACKAGING BLDG RIGID FRAME 4 DESIGN - FRAME ON BL 11 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 1753#1BC ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Base Plate and Anchor Bolt Design 4/23/ 0 12:14am Bolt Type = A307 Weak Column Max_Reactions(k ) Axis --- Plate_Size(in)--- ---- Bolts(in)---- Loc. Comp Tens Shear Tens Width Length Thick Row Diam Gage ------ Left ----- 27.7 ----- ----- -10.4 -12.0 ----- 0.0 ----- 8.0 ------ ----- 22.75 0.625 ----- ----- 1 1.000 ---- 4.00 Right 27.7 -10.4 12.0 0.0 8.0 22.75 0.625 1 1.000 4.00 -----------------------------------------------------------------------==------ -------------------------------------------------------------------------------- 1753#1BC Bolted -End -Plate Design 4/23/ 0 12:14am Bolt Type = A325 Splice Member -Plate(in)-- Tens Load(k ,f -k )------ Bolt(in)------- Weld Id Typ Loc. Width Thick Loc. Id Shr Mom Row Diam Space Gage Reqd ------ ------ ----- ----- ---- -- --- ---- --- ----- ----- ----- ----- 1 PEE 1- 2 8.0 1.000 Top: 17 29 529 2 1.000 4.00 3.50 0.375F Bot: 16 4 213 2 1.000 4.00 3.50 0.375F 2 -EE 3- 4 6.0 0.750 Top: 9 5 29 2 0.750 4.00 3.00 0.250F Bot: 1 0 106 2 0.750 4.00 3.00 0.250F 3 PEE 5- 6 8.0 1.000 Top: 16 -28 487 2 1.000 4.00 3.50 0.375F Bot: 9 10 191 2 1.000 4.00 3.50 0.375F ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 1753#1BC Stiffener Report 4/23/ 0 12:14am ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Stiff Stiff Stiff Force Force Force Loc No. Width Thick Calc. Allow Ratio ------- --- ----- ----- ----- ----- ----- Col 1 1 4.00 0.250 49.6 99.9 0.50 Col 2 1 4.00 0..250 47.3 99.9. 0.47 04/23/00 RFDES-4 Page 5 of 10 TANK FARM/PACKAGING BLDG RIGID FRAME 4 DESIGN - FRAME ON BL 11 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 1753#1BC Flange Brace Report 4/23/ 0 12:14am ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Surf No. Id Brace Section Flange Braces Shear ---- 1 ----- 2 Loc ------------- 1 4 Id Win ) (in) Sides: 2 2 ------- 1 ------ 2 ------- 0.56 Part : L2x.075 L2x.075 2 7 1 Force: 0.49 0.50 2 2 3 Loc 3 6 9 3 4 Sides: 2 2 2 3.18 4 Part : L2x.075 L2x.075 L2x.075 0.188 3.18 Force: 0.41 0.29 0.38 3 3 Loc 1 4 7 1 0.11 Sides: 2 2 2 38 9 Part : L2x.075 L2x.075 L2x.075 Force: 0.38 0.27 0.38 4 2 Loc 1 4 Sides: 2 2 Part : L2x.075 L2x.075 Force: 0.30 0.50. --------------------------------------------------------------------------------- ----------------------------------------------------------------------------- 1753#1BC Weld Report: Web To Flange 4/23/ 0 12:14am ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- -Weld Provided- ----Max Weld Shear----- One Side Of Web Member Segment Section Load Shear Size Shear Id Id Id Id Win ) (in) (k/in ) ------ 1 ------- 1 ------- 1 ------ 2 ------- 0.56 ----- 0.188 ------- 4.24 1 2 7 1 0.11 0.188 3.18 2 3 12 1 0.22 0.188 3.78 3 4 15 1 0.19 0.188 3.18 4 5 24 1 0.19 0.188 3.18 5 6 27 1 0.22 0.188 3.18 6 7 32 1 0.11 0.188 3.18 6 8 38 9 0.56 0.188 4.24 04/23/00 RFDES-4 Page 6 of 10 I TANK FARM/PACKAGING BLDG RIGID FRAME 4 DESIGN - FRAME ON BL 11 ------------------------------------------------------------------------------- 1753#1BC Special Segment Report 4/23/ 0 12:14am ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- SEGMENT SIZE AT LEFT COLUMN: ----------------------------- Web Thick= 0.250 ( 0.250) Flange Width= 6.000 ( 8.000) Flange Thick= 0.313 ( 0.375) SEGMENT SIZE AT RIGHT COLUMN: ----------------------------- Web Thick= 0.250 ( 0.250) Flange Width= 6.000 ( 8.000) Flange Thick= 0.313 ( 0.375) 0 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 1753#1BC Design Summary Report 4/23/ 0 12:14am ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MEMBERS: Mem Segl Flange IWeb_Depthl Plate_ Thickness I Max_UCV I Max_UCO I Max_UCI Id Id I Len WidlStrt Endl Web 0-flg I-flglId Ld UcvlId Ld UcolId Ld Uci 1 1 20.0 8.0 22.0 42.9.0.188 8 0.375 0.375 6 1 0.61 6 2 0.41 6 1 0.52 1 2 14.2 8.0 42.9 54.0 0.250 0.375 0.375 10 1 0.33 7 2 0.36 10 1 0.48 2 3 13.2 6.0 48.0 33.0 0.313 0.313 0.375 11 1 0.41 11 2 0.38 14 3 0.62 3 4 17.0 6.0 33.0 33.0 0.250 0.250 0.250 15 1 0.31 19 1 0.53 15 9 0.83 4 5 17.0 6.0 33.0 33.0 0.250 0.250 0.250 24 1 0.31 20 1 0.53 24 8 0.83' 5 6 13.2 6.0 33.0 48.0 0.313 0.313 0.375 28 1 0.41 28 9 0.38 25 2 0.62 6 7 14.2 8.0 54.0 42.9 0.250 0.375 0.375 29 1 0.33 32 9 0.36 32 1 0.51 6 8 20.0 8.0 42.9 22.0 0.188 0.375 0.375 33 1 0.61 33 9 0.41 33 1 0.61 LOAD COMBINATIONS: 1 - DL+CO+LL 2 - DL+WL1 3 - DL+WR1 8 - DL+WL2 9 - DL+WR2 WEIGHTS: Member 1 2 3 4 5 6 ---------- ---- ---- ---- ---- ---- ---- Weight (lb) 1733 757 646 646 757 1733 Total Weight (lb) : Frame Members = 6271 Interior Col. = 0 Conn. Plates = 826 Base Plates = 65 Trans Stiff = 0 7162 04/23/00 RFDES-4 Page 7 of 10 TANK FARM/PACKAGING BLDG RIGID FRAME 4 DESIGN - FRAME ON BL 11 REACTIONS: (Sidewall Columns) Load Id 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 ----- Left ------ Fx(k ) -Column Fy(k ) ------- M(f-k ) ------- ------ 8.98 -27.69 0.00 -15.96 -13.86 0.00 7.44 -1.64 0.00 0.36 18.31 0.00 12.06 24.42 0.00 -14.11 -8.40 0.00 9.29 3.82 0.00 -15.96 -13.86 0.00 7.44 -1.64 0.00 0.36 18.31 0.00 12.06 24.42 0.00 -14.11 -8.40 0.00 9.29 3.82 0.00 1.80 11.21 0.00 8.77 22.32 0.00 -3.48 -5.56 0.00 3.48 5.56 0.00 8.05 26.37 0.00 8.05 23.54 0.00 DEFLECTIONS : (in) Load Id 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 Lateral Defl 27.69 @ Top Of Col Vert Defl Left Right @ Midspan -0.11 0.11 -1.11 2.20 2.12 0.42 -2.12 -2.20 0.42 1.00 1.16 -0.83 -1.16 -1.00 -0.83 2.18 2.14 0.19 -2.14 -2.18 0.19 2.20 2.12 0.42 -2.12 -2.20 0.42 1.00 1.16 -0.83 -1.16 -1.00 -0.83 2.18 2.14 0.19 -2.14 -2.18 0.19 1.51 1.64 -0.71 -1.63 -1.52 -0.60 1.57 1.58 -0.06 -1.57 -1.58 0.06 0.01 0.20 -1.00 -0.20 -0.01 -1.00 ----- Right_Column----- Fx(k ) Fy(k ) M(f-k ) -8.98 27.69 0.00 -7.44 -1.64 0.00 15.96 -13.86 0.00 -12.06 24.42 0.00 -0.36 18.31 0.00 -9.29 3.82 0.00 14.11 -8.40 0.00 -7.44 -1.64 0.00 15.96 -13.86 0.00 -12.06 24.42 0.00 -0.36 18.31 0.00 -9.29 3.82 0.00 14.11 -8.40 0.00 -10.68 22.32 0.00 0.11 11.21 0.00 -5:40 5.56 0.00 5.40 -5.56 0.00 -8.05 23.54 0.00 -8.05 26.37 0.00 04/23/00 RFDES-4 Page 8 of 10 I TANK FARM/PACKAGING BLDG RIGID FRAME 4 DESIGN - FRAME ON BL 11 DEFLECTIONS LIMIT? Lateral Defl Load @ Top Of Col Vert Defl Id Left Right @ Midspan ---- ---- ----- --------- 1 3849 3849 753 2 186 193 2022 3 193 186 2022 4 410 354 1013 5 354 410 1013 6 188 191 4527 7 191 188 4527 8 186 193 2022 9 193 186 2022 10 410 354 1013 11 354 410 1013 12 188 191 4527 13 191 188 4527 14 272 250 1178 15 251 271 1409 16 261 260 14378 17 261 260 14378 18 80237 '2090 840 19 2090 80332 840 Max Live Vertical = -0.49, Span/Deflection = 1727 Max Horizontal Drift= 2.20, Eave Height/Drift= 186. 04/23/00 RFDES-4 Page 9 of 10 TANK FARM/PACKAGING BLDG RIGID FRAME 4 DESIGN - FRAME ON BL 1 I ------------------=------------------------------------------------------------ ------------------------------------------------------------------------------- 1753#1BC Rigid Frame Clearances 4/23/ 0 12:14am ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- VERTICAL CLEARANCE: ------------------ Left Col Right Col Midspan HORIZONTAL CLEARANCE: -------------------- Left Col - Right Col 45'08-06" (X= 5'02-12", Y= 45'08-06") 45'08-06" (X= 64'09-04", Y= 45'08-06") 49'05-05" (X= 35'00-00", Y= 49'05-05") 59'06-08" (X1= 5'02-12", X2= 64'09-0.4") ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 1753#1BC Rigid Frame Design Warnings 4/23/ 0 12:14am .. No Warnings 04/23/00 RFDES-4 Page 10 of 10 TANK FARM/PACKAGING BLDG RIGID FRAME 5 DESIGN - FRAME ON BL 12 *1753#1BC Rigid Frame Design Input Echo 4/23/ 0 12:14am *(1)JOBID: (Max: 60 char) 11753#1BC ' *(2)PROGRAM OPTIONS: *Frame Frame Stress Frame No -Of End -Conn Steel Splice Build Seis * Id Type Space Space Cycle Lt Rt Code Fix Code Year Zone 5 'RFE' 5.00 12.00 7 'P' 'P' 189' 1.00 'UBC ' 197' 13 ' *(3)ANALYSIS OPTIONS: * Plate Depth Column_Dep_Opt(in) Rafter_Dep_Opt(in) Web_Stiffener; * Opt Opt Typ Min Max Typ Min Max Use Ratio B'_Side 'N' 'N' 'T' 7.50 72.00 'T' 10.00 72.00 'N' 0.00 'Y ' I *(4)DESIGN CONSTANTS: *----------- Steel _Yield(ksi )--------------- Stress _Ratio---- Deflect Limit * Web Flg R_Frm P_Frm T_Frm EP BP Frame Col EP BP Horz Vert 50.0 50.0 50.0 35.0 46.0 50.0 50.0 1.03 1.03 0.95 1.03 180.0 240.0 *(5)REPORTS: * Input Design End Base Revise Action Sec Flange Segment Unbrc Floor Cable * Echo Summary Plate Plate Input Stress Prop Brace Displ. Len React React 'I' 'Y' 'Y' 'Y' 'Y' 'N' 'N' 'N' 'N' 'N' 'Y' 'Y' *(6)BUILDING SHAPE: * No. X_Coord Y_Coord Offset * Surf (ft) (ft) (in) 4 0.0000 50.0000 8.000 35.0000 52.9167 8.000 70.0000 50.0000 8.000 70.0000 0.0000 8.000 *(7)MEMBER DEPTHS: * Surf Member * Id Size 1 '--------' 2 '--------' 3 '--------' 4 '--------' --Depth(in)-- No. Start End Dep 22.000 42.000 0 39.000. 24.000 1 24.000 .39.000 1 42.000 22.000 0 *(8)MEMBER SPLICES: (Max: * Surf No. Splice. * Id Splice Loc(ft) 1 0 2 1 0.000C 3 1 0.000C 4 1 0.000C 40 total splices) Splice Type 'PEE' '-EE' 'PEE' Interior_Depths Loc.(ft) Depth(in) 18.0658 24.000 17.0556 24.000 04/23/00 RFDES-5 Page I of 10 TANK FARM/PACKAGING BLDG RIGID FRAME 5 DESIGN - FRAME ON BL 12 *(9)SEGMENT PLATES: (Max: 100 segments) * Mem No. Seg Len Flange Plate Thickness (in) * Id Seg Id (ft) Width Web O.S.Flg I.S.Flg 1 2 1 20.00 8.0 0.1875 0.3750 0.3750 2 0.00 8.0 0.2500 0.3750 0.3750 2 1 3 0.00 6.0 0.2500 0.2500 0.2500 3 1 4 0.00 6.0 0.1875 0.2500 0.2500 .4 1 5 0.00 6.0 0.1875 0.2500 0.2500 5 1 6 0.00 6.0 0.2500 0.2500 0.2500 6 2 7 0.00 8.0 0.2500 0.3750 0.3750 i 8 20.00 8.0 0.1875 0.3750 0.3750 *(10)INTERIOR COLUMNS: * No. Col Col Col Col Connection Unbrace_Length Col Col * Col Id Typ Rot Loc Bot Top Major Minor Set Size 0 *(11)BASE ELEVATION: * Elev 181.5 Left Column 181.5 Right Column *(12)WALL GIRTS: (Max: 20 girts/surface) * Surf Girt Girt Girt No. * Id Depth Project Lap Girt Location(ft) 1 8.00 0.00 0.875 5 24.333 25.750 31.667 37.583 43.500 4 8.00 0.00 0.875 5 19.875 25.750 31.667 37.583 43.500 *(13)ROOF PURLINS: * Surf Purl Purl Purl No. Peak * Id Depth Project Lap Purlin Space 2- 8.00 0.00 2.875 9 1.000 3 8.00 0.00 2.875 9 1.000 *(14)FLANGE BRACES: (Max: 400 total braces) * Surf No. Flange_ Brace_ At * Id Brace Girt/Purlin Number 1 2 1 4 2 3 3 6 9 3 3 1 4 7 4 2 1 4 Set Of -Set Space - Space Space No. 3 1.000 1 3.371. .1 4.250 7 3 4.250 7 3.371 1 1.000 1 04/23/00 RFDES-5 Page 2 of 10 TANK FARM/PACKAGING BLDG RIGID FRAME 5 DESIGN - FRAME ON BL 12 *(15)SIDEWALL EXTENSIONS: *Surf No Ext ------- Extension -Size ------- Facia Load * Id Ext Id Type Width Elev Slope Height Width 1 0 4 0 *(16)EXTENSION LOADS: *Ext Dead Collat Live Windl_Coeff Wind2_Coeff Facia -Wind *Id psf psf psf Left Right Left Right Left Right *(17)BASIC LOADS: * Basic Wind Seis Weak _Axis -Force * Dead Live Snow Collateral Wind Load Load L_Col R_Col * psf psf psf psf psf Ratio k 2.50 12.00 0.00 13.00 19.85 1.00 1.2 0.00 0.00' *(18)WIND COEFFICIENTS: * Surf --wind 1--- --Wind 2--- Surface * Id Left Right Left Right Friction 1 0.80 -0.50 0.80 -0.50 0.00 2 -0.70 -0.70 -0.70 -0.70 0.00 3 -0.70 -0.70 -0.70 -0.70 0.00 4 -0.50 0.80 -0.50 0.80 0.00 *(19)DESIGN LOADS: * -------------------- Load _Coefficients ------------------- *Des Load Live/ Live ---Wind 1-- ---Wind 2-- Aux Load *No. Id Dead Collat Snow Right Left Right Left Right Seis Id Coeff 19 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0 0.00 5 1.00 1.00 1.00 0.00 0.00 0.50 0.00 0.00 0.00 0 0.00 6 1.00 0.00 0.50 0.00 1.00 0.00 0.00 0.00 0.00 0 0.00 7 1.00 0.00 0.50 0.00 0.00 1.00 0.00 0.00 0.00 0 0.00 8 1.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0 0.00 9 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0 0.00 10 1.00 1.00 1.00 0.00 0.00 0.00 0.50 0.00 0.00 0 0.00 11 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.50 0.00 0 0.00 12 1.00 0.00 0.50 0.00 0.00 0.00 1.00 •0.00 0.00 0 0.00 13 1..00 0.00 0.50 0.00 0.00 0.00 0.00 1.00 0.00 0 0.00 14 1.00' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 .1.00 0 0..0.0 15 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0. 0.00 16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0 0.00 17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0 0.00 18 1.00 1.00 1.00 -0.50 0.00 0.00 0.00 0.00 0.00 0 0.00 19 1.00 1.00 0.50 0.50 0.00 0.00 0.00 0.00 0.00 0 0.00 *(20)AUXILARY LOADS: *No. Aux Aux No. Add Add Comb *Aux Id Name Loads Id Coeff 0 04/23/00 RFDES-5 Page 3 of 10 TANK FARM/PACKAGING BLDG RIGID FRAME 5 DESIGN - FRAME ON BL 12 *(21)ADDITIONAL LOADS: (F -k , W-k/ft, Dx,Dy,Dl-ft) *No. Add Surf Basic Load Fx Fy M Dx Dy -Conc *Add Id Id Type Type W1 W2 Co Dll D12 -Dist 0 *(22)FLOOR BEAMS: * Bay No. Beam Beam Con -Type Con -Loc Beam Properties * Id Beam Id Ht Lt Rt Lt Rt Area Ixx 1 0 *(23)CABLES: * Bay No. Cable Cable Cable Cable * Id Cable Id Level Type . Area 1 0 0 04/23/00 RFDES-5 Page 4 of 10 TANK FARM/PACKAGING BLDG RIGID FRAME 5 DESIGN - FRAME ON BL 12 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 1753#1BC Base Plate and Anchor Bolt Design 4/23/ 0 12:14am ------------------------------------------------------------------------------- Bolt Type = A307 Bolt Type = A325 Splice Member -Plate(in)-- Tens Load(k ,f -k )------ Bolt(in)------- Weld Id Typ Loc. Width Thick Loc. Id Shr Mom Row Diam Space Gage Reqd ------ ------ ----- ----- ---- -- --- ---- --- ----- ----- ----- ----- 1 PEE 1- 2 8.0 0.750 Top: 17 11 161 2 0.750 4.00 3.50 0.250F Bot: 8 -5 91 2 0.750 4.00 3.50 0.250F 2 -EE 3- 4 6.0 0.625 Top: 8 -2 12 2 0.750 4.00 3.00 0.250F Bot: 1 0 47 2 0.750 4.00 3.00 0.250E 3 PEE 5- 6 8.0 0.750 Top: 16 -11 161 2 0.750 4.00 3.50 0.250F Bot: 9 5 91 2 0.750 4.00 3.50 0.250F ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 1753#1BC Stiffener Report 4/23/ 0 12:14am -------------------------------------=----------------------------------------- ------------------------------------------------------------------------------- Stiff Stiff Stiff Force Force Force Loc No. Width Thick Calc. Allow Ratio ------- --- ----- ----- ----- ----- ----- Col 1 1 4.00 0.250 29.0 101.8 0.28 Col..2 1 4.00 0.250 29.0 101.8 0.28 04/23/00 RFDES-5 Page 5 of 10 Weak Column Max_Reactions(k ) Axis --- Plate_Size(in)--- ---- Bolts(in)---- Loc. Comp Tens Shear Tens Width Length Thick Row Diam Gage ------ Left ----- 13.6 ----- ----- -4.2 -5.5 ----- 0.0 ----- ------ ----- 8.0 22.75 0.625 ----- ----- ---- 1 0.750 4.00 Right 13.6 -4.2 5.5 0.0 8.0 22.75 0.625 1 0.750 4.00 ------------------------------------------------------------------------=------ 1753#1BC Bolted -End -Plate Design 4/23/ 0 12:14am Bolt Type = A325 Splice Member -Plate(in)-- Tens Load(k ,f -k )------ Bolt(in)------- Weld Id Typ Loc. Width Thick Loc. Id Shr Mom Row Diam Space Gage Reqd ------ ------ ----- ----- ---- -- --- ---- --- ----- ----- ----- ----- 1 PEE 1- 2 8.0 0.750 Top: 17 11 161 2 0.750 4.00 3.50 0.250F Bot: 8 -5 91 2 0.750 4.00 3.50 0.250F 2 -EE 3- 4 6.0 0.625 Top: 8 -2 12 2 0.750 4.00 3.00 0.250F Bot: 1 0 47 2 0.750 4.00 3.00 0.250E 3 PEE 5- 6 8.0 0.750 Top: 16 -11 161 2 0.750 4.00 3.50 0.250F Bot: 9 5 91 2 0.750 4.00 3.50 0.250F ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 1753#1BC Stiffener Report 4/23/ 0 12:14am -------------------------------------=----------------------------------------- ------------------------------------------------------------------------------- Stiff Stiff Stiff Force Force Force Loc No. Width Thick Calc. Allow Ratio ------- --- ----- ----- ----- ----- ----- Col 1 1 4.00 0.250 29.0 101.8 0.28 Col..2 1 4.00 0.250 29.0 101.8 0.28 04/23/00 RFDES-5 Page 5 of 10 TANK FARM/PACKAGING BLDG RIGID FRAME 5 DESIGN - FRAME ON BL 12 ------------------------------------------------------------------------------- 1753#1BC ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Flange Brace Report 4/23/ 0 12:14am Surf No. 4/23/ 0 12:14am Id Brace -Weld-Provided- Flange Braces ---- 1 ----- 2 Loc ------------- 1 4 Section -Shear Load Shear Sides: 1 1 Id Id Id Part : L2x.075 L2x.075 ------ 1 ------- 1 ------- 1 Force: 0.49 0.79 ------- 4.24 2 3 Loc 3 6 9 3.18 2 Sides: 1 1 1 0.188 - 3.18 Part : L2x.075 L2x.075 L2x.075 0.16 0.188 Force: 0.50 0.34 0.49 3 3 Loc 1 4 7 25 1 Sides: 1 1 1 7 32 Part : L2x.075 L2x.075 L2x.075 6 8 Force: 0.49 0.34 0.50 4 2 Loc 1 4 Sides: 1 1 Part : L2x.075 L2x.075 Force: 0.29 0.79 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 1753#1BC Weld Report: Web To Flange 4/23/ 0 12:14am -Weld-Provided- ---- Max_ Weld ----- One_Side_Of_Web Member Segment Section -Shear Load Shear Size Shear Id Id Id Id (k/in ) (in) (k/in ) ------ 1 ------- 1 ------- 1 ------ 8 ------- 0.26 ----- 0.188 ------- 4.24 1 2 7 1 .0.08 0.188 3.18 2 3 14 1 0.14 0.188 - 3.18 3 4 15 1 0.16 0.188 3.18 4 5 24 1 0.16 0.188 3.18 5 6 25 1 0.14 0.188 3.18 6 7 32 1 0.08 0.188 3.18 6 8 38 9 0.26 0.188 4.24 04/23/00 RFDES-5 Page 6 of 10 I TANK FARM/PACKAGING BLDG RIGID FRAME 5 DESIGN - FRAME ON BL 12 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 1753#1BC Special Segment Report 4/23/ 0 12:14am ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- SEGMENT SIZE AT LEFT COLUMN: ----------------------------- Web Thick= 0.250 ( 0.250) Flange Width= 6.000 ( 8.000) Flange Thick= 0.250 ( 0.375) SEGMENT SIZE AT RIGHT COLUMN: ----------------------------- Web Thick= 0.250 ( 0.250) Flange Width= 6.000 ( 8.000) Flange Thick= 0.250 ( 0.375) 0 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 1753#1BC Design Summary Report 4/23/ 0 12:14am ----------------------------------------=-------------------------------------- ------------------------------------------------------------------------------- MEMBERS: Mem Segl Flange IWeb_Depthl Plate_ Thickness I Max_UCV I Max_UCO I Max_UCI Id Id I Len WidlStrt End) Web 0-flg I-flglId Ld UcvlId Ld UcoiId Ld Uci 1 1 20.0 8.0 22.0 34.8 0.188 0.375 0.375 6 1 0.25 6 2 0.24 6 1 0.31 1 2 14.2 8.0 34.8 42.0 0.250 0.375 0.375 10 1 0.13 8 2 0.22 10 1 0.30 2 3 14.2 6.0 39.0 24.0 0.250 0.250 0.250 11 1 0.32 11 8 0.34 14 9 0.51 3 4 17.0 6.0 24.0 24.0 0.188 0.250 0.250 15 1 0.25 19 1 0.41 15 3 0.57 4 5 17.0 6.0 24.0 24.0 0.188 0.250 0.250 24 1 0.25 20 1 0.41 24 2 0.57* 5 6 14.2 6.0 24.0 39.0 0.250 0.250 0.250 28 1 0.32 28 9 0.34 25 2 0.51 6 7 14.2 8.0 42.0 34.8 0.250 0.375 0.375 29 1 0.13 31 3 0.22 32 1 0.32 6 8 20.0 8.0 34.8 22.0 0.188 0.375 0.375 33 1 0.25 33 3 0.24 33 1 0.36 LOAD COMBINATIONS: 1 - DL+CO+LL 2 - DL+WL1 3 - DL+WR1 8 - DL+WL2 9 - DL+WR2. WEIGHTS: Member 1 2 3 4 5 6 ---------- ---- ---- ---- ---- ---- ---- Weight (lb) 1547 525 432 432 525 1547 Total Weight (lb) : Frame Members = 5007 Interior Col. = 0 Conn. Plates = 552 Base Plates = 65 Trans Stiff = 0 5623 04/23/00 RFDES-5 Page 7 of 10 TANK FARM/PACKAGING BLDG RIGID FRAME 5 DESIGN - FRAME ON BL 12 REACTIONS: (Sidewall Columns) Load ----- Left -Column ------ ----- Right_Column----- Id ---- Fx(k ) ------ Fy(k ) ------- M(f-k ) ------- Fx(k ) ------ Fy(k ) M(f-k ) 1 4.28 13.61 0.00 -4.28 ------- 13.61 ------- 0.00 2 -7.28 -5.57 0.00 -3.52 0.07 0.00 3 3.52 0.07 0.00 7.28 -5.57 0.00 4 0.28 9.28 0.00 -5.68 12.10 0.00 5 5.68 12.10 0.00 -0.28 9.28 0.00 6 -6.43 -3.05 0.00 -4.37 2.59 0.00 7 4.37 2.59 0.00 6.43 -3.05 0.00 8 -7.28 -5.57 0.00 -3.52 0.07 0.00 9 3.52 0.07 0.00 7.28 -5.57 0.00 10 0.28 9.28 0.00 -5.68 12.10 0.00 11 5.68 12.10 0.00 -0.28 9.28 0.00 12 -6.43 -3.05 0.00 -4.37 2.59 0.00 13 4.37 2.59 0.00 6.43 -3.05 0.00 14 1.36 7.39 0.00 -3.76 9.75 0.00 15 3.76 9.75 0.00 -1.36 7.39 0.00 16 -1.20 -1.18 0.00 -1.20 1.18 0.00 17 1.20 1.18 0.00 1.20 -1.18 0.00 18 3.85 13.00 0.00 -3.85 11'.69 0.00 19 3.85 11.69 0.00 -3.85 13.00 0.00 DEFLECTIONS : (in) 04/23/00 RFDES-5 Page 8 of 10 Lateral Defl Load @ Top Of Col Vert Defl Id ---- Left ---- Right ----- @ Midspan --------- 1 -0.11 0.11 -1.13 2 2.21 2.14 0.38 3 -2.14 -2.21 0.38 4 1.00 1.17 -0.85 5 -1.17 -1.00 -0.85 6 2.19 2.16 0.15 7 -2.16 -2.19 0.15 8 2.21 2.14 0.38 9 -2.14 -2..21 .0.38 10 1.00 1.17 -0.85 11 -1.17 -1.00 -0.85 12 2.19 2.16 0.15 13 -2.16 -2.19 0.15 14 0.77 0.90 -0.68 15 -0.90 -0.77 -0.68 16 0.83 0.83 0.00 17 -0.83 -0.83 0.00 18 0.01 0.21 -1.02 19 -0.21 -0.02 -1.02 04/23/00 RFDES-5 Page 8 of 10 TANK FARMIPACKAGING BLDG RIGID FRAME 5 DESIGN - FRAME ON BL 12 DEFLECTIONS LIMIT' Lateral Defl Load @ Top Of Col Vert Defl Id Left Right @ Midspan ---- ---- ----- --------- 1 3720 3720 741 2 185 192 2231 3 192 185 2231 4 408 351 983 5 351 408 983 6 187 190 5655 7 190 187 5655 8 185 192 2231 9 192 185 2231 10 408 351 983 11 351 408 983 12 187 190 5655 13 190 187 5655 14 536 457 1240 15 457 536 1240 16 493 493 99999 17 493 493 99999 18 27400 1923 824 19 1923 27365 824 Max Live Vertical = -0.49, Span/Deflection = 1698 Max Horizontal Drift= 2.21, Eave Height/Drift= 185. 04/23/00 RFDES-5 Page 9 of 10 0 TANK FARM/PACKAGING BLDG RIGID FRAME 5 DESIGN - FRAME ON BL 12 1753#1BC Rigid Frame Clearances 4/23/ 0 12:14am VERTICAL CLEARANCE: ------------------ Left Col Right Col Midspan HORIZONTAL CLEARANCE: -------------------- Left Col - Right Col 46'04-09" (X= 4'02-10", Y= 46'04-09") 46'04-09". (X= 65'09-06", Y= 46'04-09") 501.02-06" (X= 35'00-00", Y= 50'02-06") 61'06-12" (X1= 4'02-10", X2= 65'09-0.6-1.) 1753#1BC Rigid Frame Design Warnings 4/23/ 0 12:14am . No Warnings 04/23/00 RFDES-5 Page 10 of 10 Additional Calculations PROJECT: SUNWEST FOOD -RICE MILL BUILDING #1B JOB NO: 1751 CUSTOMER: CRANSTON STEEL LOCATION: BIGGS, CA PURLIN ROLLING FORCE CALCULATION JOB NO: DATE 3/6/00 PROJECT: CUSTOMER: LOCATION: 1751 SUNWEST FOODS -RICE MILL CRANSTON STEEL BIGGS, CA General description This program calculates the purlin Rolling force. It follows procedures set in AISI Section D3.2.1. It will determine if welded clips are adequate, or if some method of resistance to Purlin Translation / rotation will be required Input Data: Input items are located in bold red underlined boxes. A description of input items is located to the right of the box, or see AISI for definitions of specific terms.; Output Interpretation: The resulting graphic shows the width and the amount of the snow drift that is in addtion to the existing roof snow load. Also shown is the maximum load due to the combined drift and snow loads. Multiple -Span System with Restraints at the Supports: AISI SECTION D3.2.1 PL=CU[(0.053)b11.88)(L^0.13)/(np^0.95dAl.07t^0.94)-sina]W (Eq. D.3.2.1-4) LL=2Q psf COL= 13 psf DL= 5 psf Wn = (1.2D+1.6L)*L*np*s = 24120 lbs. LRFD Design Force Ctr— 8" 10" 0.81 (0.63 ext bay, 0.87 for first int bay, 0.81 for all other supports) t= 0.06 purlin thk, in. SLOPE b= 300 in. rise= L= 25.00 bay space, ft. run= 12 s= 4.50 purlin spacing, ft. Angle= 0.0831 rad np " lines of purlins Angle= 4.7636 deg d= $,QQ purlin depth, in. sina= 0.083 angle= 4.764 degrees cos( )_ 0.997 a= 0.083 rad PL= 5367 lbs. FORCE PER CLIP (NO BRIDGING USED) 1341.7 lbs. Purlin Max Force per Standard Clip, Pu =(lbs.) 8" Use 8 in. Purlin Antiroll Clip 10" FALSE 12" FALSE urlin Size/Clip Force: �Pu, 1 8" 10" 12" 586 502 439 PurlinAntiroll Page 1 of 2 4/21/00 PURLIN ROLLING FORCE CALCULATIONS Multiple -Span System with Midspan Restraints: PL=Cmr,[{(0.116)(b^1.32)(L^0.18)/(np^0.70)(d)(t^0.50))-sina]W (Eq. D.3.2.1-6) CmS= 1M 1.05 FOR EXTERIOR SPANS, 0.90 FOR ALL OTHER BRACES PL= 4659 lbs. FORCE PER CLIP 1164.8 lbs. Purlin Max Force per Standard Clip, Pu =(lbs.) 8" Use 8 in. Purlin Antiroll Clip 10" FALSE 12" FALSE Multiple -Span System with Third -Point Restraints: PL= Cthl{(0.181)(b^1.15)(L^0.25)/(np^0.54)(dAl. 11)(t^0.29)) -sin (Eq. D.3.2.1-5) Cth= 0,57 0.57 FOR EXTERIOR SPANS, 0.48 FOR ALL OTHER BRACES PL= 2755 lbs. FORCE PER CLIP 688.7 lbs. Purlin Max Force per Standard Clip, Pu =(lbs.) 8" Use 8 in. Purlin Antiroll Clip 10" FALSE 12" FALSE PurlinAntiroll Page 2 of 2 4/21/00 SEISMIC LOAD CALCULATIONS PER 1997 UBC JOB NO: 1751 PROJECT: SUNWEST FOODS -RICE MILL DATE: ® CUSTOMER: CRANSTON STEEL LOCATION: BIGGS. CA General description This program calculates the Seismic Loads for Rigid Frames and Braced Frames It follows equations in 1997 UBC Seismic Design Input Data: Input items are located in Bold Red Underlined boxes. A description of the input item is located to the right of the box, or see UBC for definitions of specific terms Output Interpretation: The reslulting graphic output shows the loads to the rigid frames and braced frames. BUILDING GEOMETRY SPAN LENGTH BAY EAVE HEIGHT ROOF SLOPE EWAVE. EAVE HEIGHT LOADS: SNOW LOAD= 25% SNOW LOAD= Collateral Load = D. Wt. Roof = D. Wt. Front Sidewall= D. Wt. Back Sidewall= D. Wt. Left Endwall= 70.00 ft. ft. ft. ft. : 12 ft. psf psf psf psf psf psf psf 242 25.00 50.00 1 51.25 16940.00 ZU U jlu U Z& Z& 2,Q W= 315.1u Tributary Rigid Frame Weight Item Area,sf psf I Wt., kips Roof 1750.00 18.01 31.50 Front Sidewall 625.00 2.01 1.25 Back Sidewall 625.00 2.01 1.25 D. Wt. Right Endwall= 2,Q psf Seismic Desian Coefficients and Information 1= 1.Q n= 1& RIGID FRAME Ca= Q, ¢ no= 2.2 BRACING Rw= Rw= 5.6 V=(2.5'Ca'UR)•W= 0.200 'W (RIGID FRAME) W= 34.A0 11 =number of bays 3 =Number of braced bays per sidewall 0.161 'W (BRACED FRAME) SEISMIC LOADS TO RIGID FRAME 2.43 kips 2.43 kips 1 -♦ Total W = 34.00 kips V=(2.5'Ca•I/R)'W= 6.8 kips Rigid Frame Fx=V*no*p/1.4= 4.86 kips no= 1.0 r(max) = 0.091 p=®p(max) =1.5 (or 1.0 in Zones 0, 1 & 2) SEISMIC FORCES TO BRACING (in the sidewall) Total W = 319.10 kips V=(2.5'Ca'I/R)•W= 51.28 kips Fx=V*no*p/1.4= 86.87 kips no= 2.2 r(max) = 0.17 P =®p(max) =1.5 (or 1.0 in Zones 0, 1 & 2) Load per braced bay= 14.48 0.5 Fx = t`� aTG J4 M?r5� �TFU"C. .I A 11 -1S ori V -t 61 tp C=a4t-tsS At pvc-p (N sEs A DD MOlJ All Left Endwall 43.4 kis 43.41kips SeismicUBC97 Page 1 of 1 4/21/00 I Total Building Weight Item Area,sf psf Wt., kips Roof 16940.00 18.0 304.92 Front Sidewall 1750.00 2.0 3.50 Back Sidewall 1750.00 2.0 3.50 Left Endwall 1793.75 2.0 3.59 Right Endwall 1793.75 2.0 3.59 W= 315.1u Tributary Rigid Frame Weight Item Area,sf psf I Wt., kips Roof 1750.00 18.01 31.50 Front Sidewall 625.00 2.01 1.25 Back Sidewall 625.00 2.01 1.25 D. Wt. Right Endwall= 2,Q psf Seismic Desian Coefficients and Information 1= 1.Q n= 1& RIGID FRAME Ca= Q, ¢ no= 2.2 BRACING Rw= Rw= 5.6 V=(2.5'Ca'UR)•W= 0.200 'W (RIGID FRAME) W= 34.A0 11 =number of bays 3 =Number of braced bays per sidewall 0.161 'W (BRACED FRAME) SEISMIC LOADS TO RIGID FRAME 2.43 kips 2.43 kips 1 -♦ Total W = 34.00 kips V=(2.5'Ca•I/R)'W= 6.8 kips Rigid Frame Fx=V*no*p/1.4= 4.86 kips no= 1.0 r(max) = 0.091 p=®p(max) =1.5 (or 1.0 in Zones 0, 1 & 2) SEISMIC FORCES TO BRACING (in the sidewall) Total W = 319.10 kips V=(2.5'Ca'I/R)•W= 51.28 kips Fx=V*no*p/1.4= 86.87 kips no= 2.2 r(max) = 0.17 P =®p(max) =1.5 (or 1.0 in Zones 0, 1 & 2) Load per braced bay= 14.48 0.5 Fx = t`� aTG J4 M?r5� �TFU"C. .I A 11 -1S ori V -t 61 tp C=a4t-tsS At pvc-p (N sEs A DD MOlJ All Left Endwall 43.4 kis 43.41kips SeismicUBC97 Page 1 of 1 4/21/00 I ANCHOR BOLT CHECK FOR -COMBINED LOADS (RISC J3.5. TABLE J3.3) JOB NO: 173`1 Date: 3/7100 PROJECT: SUNWEST FOODS -RICE MILL CUSTOMER: CRANSTON STEEL . LOCATION: BIGGS. CA General Descri to ion: The purpose of this spread sheet is to check recommended size of the Anchor Bolts for Combined Tension and Shear for BOTH rigid frame and endwall columns NOTE, This is not an Anchor bolt design, as the capacity of the anchor bolts are dependant anchorage design below the steel plate. HCI ASSUMES NO no responsibility of the anchorage of the Anchor bolts or the ability of the anchor bolts to transfer combined shear and tension to the foundations Input Data: Input the maximum horizonal and vertical reaction, the anchor bolt size and number of anchor bolts. Input items are shown below in red underlined text in boxes. All anchor bolts are ASTM A36 or A307 material. Output interpretation: This Spreadsheet program is based on ASD/AISC J3.5 - Combined Tension and Shear in Bearing -Type connections. The output computes the anchor bolt allowable tension force, (PT), and compares it with the vertical input force (FvERT). For wind/seismic loading condition input the 1.33 ASD factor to increase the allowable stress. For other loading condition input 1.00 for the ASD stress increase factor. The allowable tension force, (PT), must be greater then (FvERT). NOTE: HCI does not design the anchor bolts for embedment depth, edges distance or total load capacity of the anchor bolt group. The foundation engineer is responsible to provide HCI with any special requirements for anchor bolts. and to ensure the anchor bolts will transfer the combined axial and tension forces to the foundation. For Rigid Frame Columns Dead + Wind + Snow/2 Dead + Wind/2 + Snow —10- manually determine from MBS reactions Dead +Snow" + E/1.4 For endwall columns Dead + Wind + Snow/2 Dead + Wind/2 + Snow \—Op- see endwall brace design Dead + Snow" + E/1.4 / snow" For snow<30psf Snow" = 0 For snow>30psf Snow— is per Bldg official AB -Check Page 1 of 2 4/21/00 Misc notes Shear loads to the rigid frame will add vectorily. The endwalls will have only one source of shear - from the bracing. Live load is neglected, but for structures with mezzanines, additional analyis is required and done by hand when necessary Input Items: Bracing Vertical Reaction = 35.58 Max. Column Uplift Reaction= lu Vertical Force E FveRT = 53.28 kips Bracing Horizonal Reaction =14.88 Max. Column Horiz. Reaction= 2Dfi Combined Shear E FHORiz = 25.41 kips ASD Stress increase Factor = JM (not to 1.8fv) Anchor Bolt Size = 1 in Number of Anchor Blts = 4 Material ASTM A36 Fu = $$ ksi FveRT = 53.28 kips FHORiz = 25.41 kips Design Equation Ft = 0.43Fu-1.8fv < 0.33 Fu From AISC Table J3.3 page 5-74 Calculations & Output A = n d2/4 = 0.7854 in A2 fv = FHORiz/(A'N) = 8.09 <OK = 1.33 -Ft = (1.33)"0.43 Fu - 1.8 fv 18.68 ksi:s 1.33'0.33 Fu = Allowable Tension Force: PT'= Ft x A x N = 13.14 ksi 25.51 ksi 58.70 > Fvert - OK = 53.28 kips AB -Check Page 2 of 2 4/21/00 I BASE PLATED DESIGN CHECK FOR COMBINED UPLIFT LOADS. 1751 pate: 1/6/001 PROJECT: SUNWEST FOODS -RICE MILL CUSTOMER: CRANSTON STEEL LOCATION: BIGGS. CA Useage: Use this program to check all base plates with combined loading from columns and rod bracing. General Description This spreadsheet program will determine the minumum base plate thickness (tp) based on Critical load combinations being applied to the Base Plate from the column and the transverse brace loads. Input Data: Input items are shown in Red, bold and underlined text in boxes. Output Intepretation Base plate loads. Column Uplift Load Bracing Vertical Load Total Uplift to Column Base Column Flange Width Base Plate Length (d) Anchor Bolt Diameter Anchor Bolt Gage (g) Yield Stress of Base PL Design Equations. MBS does not currently design the base plates for combined uplift loads from the columns and transverse bracing. The output in this program will state the minumum thickness (tp) of the base plate to be used. 17.7 kips 35.58 kips 53.28 kips 8 in 22 in 1 in 4 in 50 ksi If 1.4*2*bf — d Then tp = Sgrt ( (1.41*P *g) / (2*bf*Fy) If 1.4*2*bf > d Then tp = Sgrt ( (P *g*d) / (0.5*Fy(d2*+2*be)) MINIMUM BASE PLATE THICKNESS I , 0.6138 BasePlate Uplift Page 1 of 1 4/21/00 ENGINEERING CALCULATIONS AC �" 3 HCI Corporate Office: Sheet of 18520 67th Ave. NE ' STEEL Arlington, WA 98223 Job No. BUILDING (360) 435-8871 � / / �w Date: r%�1 Di 1O0 SYSTEMS. INC- (360) 435-9267 fax WIND L c7 AP cy%l F;z A N! ES F IZ GM PA t3 E L. S -7C-> M P K o �s �4. t= rX� E A\/C- HE 161 HT C G E X Posc�ieE C e = I.3 -7 ,'. 13A61e� W14,Spe, 1.37 = j9.� P5 F" C = p• 1 M ATC H S H L2,S Or,J 20` -OK LA/f p E gAy rp, = 20� �, Zp` o. x [�•� p�F= 2 •�7 BtCp ktt� 2. e:�2tV 'Z Gj�-O« Gtj tCJE gAY 2 REFERENCES: VOTES Y, o-7 x ENGINEERING CALCULATIONS Sheet of HCI Corporate Office: STEEL 18520 67th Ave. NE Job No. 1 - J ' Arlington, WA 98223 BUILDING s (360) 435-8871 R7 Date: •12 f lob e,: $ A w SYSTEMS, INC. (360) 435-9267 fax K I C G MILL 13LJ I I C> I t1J �# 2 TILT PANEL SU PPoRT BEAM 17ESI4rgQ WACT = & Zo PI -F Vqe- _ -1 --15 NIPS MAcT USE C't57c- M Au.o*1 F*o¢ A 3Co v L /480 -I ACT CLiQ C F = 38 t Taste X -g (Also) 13gAc c to3+ " Is REFERENCES: C oaa EGT to tv DOTES c Piz irsr ov T' ST -7 k- & LLj= lol_oit CHANNEL C> y - 3o► IN. 31S ►N4' tQ= 3 34 � A 3 2 S ii� o`.TS VA w= ((-a • 3 jc. t P s o L- -- e 8k- o k ( 2 Mgt SPAN) F41?A%J IT`( = 33.0PFL.F X l o I = 331 P61Z4,e4S = 48•S.Y, Xt2115� o.03 2 582y-IPie) A X%A L= &20 PL F x I or = (o • 2 k I P= M Ae 1 = • 33� k ��s x t o �}. + . S ENGINEERING CALCULATIONS' Sheet I of HCI Corporate Office: 18520 67th Ave. NE t f STEEL Job No. BUILDING Arlington, WA 98223 (360) 435-8871 o 4. ?;-A SYSTEMS. INC. (360) 435-9267 fax Date: By Tt UT PANEL.. Sys P PoPZT a E-AM PE544 N C oNT . Ei REFERENCES: MA,L-OW = o • Cvly (3(o KSL) • -181 1 K s = i g • S(v IG � i 13 . � (G a o Ic. Ac,Loc�1 M acT 6AC T IfALLW DOTES T7AN15L �FFo-r �-roF, L2exfl-� - TILT PANEL SUPPORT BEAM DESIGN STRESS RATIO FOR WIDE FLANGE MEMBERS INPUT OUTPUT MEMBER �'A6,e 3oF 3 Member Size - C15x33.9 Web Depth (in) - 13.700 CALC'D ALLOW STRESS Web Thick (in) - 0.650 ACTION STRESS STRESS RATIO Flange Width (in) - 3.400 --------- ------ ------ Top Flg Thick (in) - 0.650 Axial 1.45 8.47 0.17, Bot Flg Thick (in) - 0.650 E2-2 Yield Flange (ksi) - 36.000 Shear 0.87 14.40 0.06 Yield Web (ksi) - 36.000 F4-1 UNBRACED LENGTH Bend -T 13.86 21.60 0.64 Major Axis (ft) - 10.000 F1-5 Minor Axis Top (ft) - 10.000 Bend -B -13.86 16.56 0.84 Minor Axis Bot (ft) - 10.000 F1-6 Cb Top - 1.000 Axl+Bnd_T 0.47 Cb Bot - 1.000 H1-3* Wind Adjust - 1.000 Axl+Bnd_B 0.90 ACTION H1-2 Axial (k) - 14.480 Shear (k) - 7.750 Qs=1.00 Qa=1.00 Q=1.00 Moment (f -k) - 48.500 n ENGINEERING CALCULATIONS REFERENCES: 9�-2-W/10P, HCI Corporate Office: aneec or ` 18520 67th Ave. NE STEEL Job No. BUILDING Arlington, WA 98223 (360) 435-8871 SYSTEMS. INC. (360) 435-9267 fax Date- By: e 1s u. Cj 3C0 SUPPo QT B � H oL e-5 K A 3z5 SpLT5:-� lsX 33. 3�Co X g- SC.c?TTQ=> I -i Ol_ES PARAc..V�— TO PANE lam. . JOTES E Gupf2op T TTA i (_ ENGINEERING CALCULATIONS Sheet of HCI Corporate Office: Q, Q STEEL 18520 67th Ave. NE Job No. 1751 f (L.PW 6, O Arlington, WA 98223 BUILDING (360) 435-8871 SYSTEMS. INC. (360)435-9267 fax Rate: 43Io8h By: $Alt.) PEt-JIN6i-c--, %N SIDE WALAS �'i< �j� LGC� �/Q� OPEa`1 Ititl�S W�No Pie E!rvsuszE ! -a PS�F MAcr- 4.05 V. VSE S x3.oG 1¢ HAu-,ow = 4.oco o' HE,a, c x---, CO SPAtl /4 4A REFERENCES: II NOTES Au.ow Z !Co PL k