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HomeMy WebLinkAbout056-050-047' ^~ PROJECT �: BRANT NIGHTINGALE / DESIGNS JOB NO. : 6361 � . ^ , DATE � : 7/1986 `` CALC'S BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL __________________________________ WALL DESIGN: ____________ ALL CALCULATIONS ARE IN UNITS/LN. FT. 8RADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 '^ SURCHARGE (FEET): 0 +� ` YIELD STRENGTH REINF. (KSI): - 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 , ^ ~ � GRAVITY LOAD - DEAD LOAD (KIP): .11 � �- LIVE LOAD (KIP): .86 ' OVFR�iL HFIGHT OF THE WALL - H (FEET): 5.67 FLT EN8INEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 «w ,..; �• Ki �vlW V4 a of .9$' ".,,...� yr _ steucturp a rA" ice' - i �a. for a fif. ow. # 4U 1 4 bw OSS � i roe f % , vs r « ol'i , • ' "'' F"'� :. J '�' �{; �IIYrr" �.:� °Y. hr�uc�t ��.*� `�' '1 ry x � y�, ° q �� �'.:ix^ ����o- ,._ • w. .-. ��^x «�a: ,",»^'�:� .,'kx ��' v A« �., - v:> v p Pam— In 71 r y ix. ✓ }^t: ejrAl. K w ` �i (� y rF ,« �. �1yir»� r+6 x.s ,��. _. Yr�,. Fly . y +i'@�. _ k")!''p0!d x "'° •, ^IM#'� r�R,r � « �f." � eiati"Y� �m.r�� �'vi �3'' a° �»•, ;.,..' :�;P`j "p ?.. �aA�C�Ca"5A�4.. r-,� . r � « ,, " , rk MJ^ .�`"�� v,. �.., p'�,.�n.. «W�'F'r"'�� eti.-�W�M�"��a� ����• r(•ry q�'y.k y �r�j���}�,�°, ' ' �,t}. '�„ w�+i��� ,yr:.# n� . klfiF x '� r, �1,�a.. 4 0.. . "y *�' ,�� 'r:r �"b- '� a`"• ��'e gyrx �r, �``.^�,7Arr Iry Mr �y,(±'�M i»o .�'.xtvw .R R".iT -r 74 7� a�Zry:,"�., :' S y•^•, Mr Yn'.';. t'1'''... �"Y"qt rrti�'' r►• C'-' 7,''�i nq�.:�'.w Y,: f }.; rU µg,�S,x Nr,..P r,. -A"ow :1, ,'iN�' •^S 1 �,! Wr'r`.". ,,w ., �. � ,xjti z'� » ��� ,�.IiraNitl • V�y ,dpi��;► :;��,� �..a{rriN�""�+d`ar pdrry'" �"...y J+.'�. - !'t.'�'«�i�w a �� y�+� �' 'A ��r,;�r^ v w�^�„�1�' ;, � v ► }, yeti tt VV y f ° i �'� .`' v