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HomeMy WebLinkAbout1982-Calculations JAMES E. LARSON ARCHITECT JOB Washington Avenue SHEET NO of OSHKOSH, WISCONSIN 54901 (414) 233-8442 CALCULATED BY DATE _. —_ —___ 2 (414) CHECKED BY DATE. �a II #t (e SCALE I I ii 69 1 - _ t4it -n s • f rI CO NO Z oQMf Ttohl ‘,/y44.,1„ lc- it 4 rez -� s a or QC275F 'Q Vi Ai* Nta M6 N1 T14 IN 100 ! N A E. __ FP. of [ J, Ca'N b?Lfr . gIN e-IN G i'kl / NS T7 1 1 1-I h Ham) fort- � w - �- , ' c) � > � 1 � - r - retc-504eyli-g444-fe+4 . ..„[ rt 1 "aoitiN, NQ'C ' NV s it. T g.. AN pN f! ter- \N II mkt 3L. > - 6,Z Z' :ma+.: .,., ..., ,,,,..' '. _ ,- ...Jrdt4+116.> t- ''4'161141 ' S X RETAINING WALLS BASEMENT WALLS SPANNED VERTICALLY Angle of Repose — 4) = 33 ° 40' l — sink P+ doope! P — wh- 1 + sin H 2 h 1 / " Clear h 2 . m ry � a�Le � w = 100 x = 3 (P ( pt\ Lovebockf// r ti \ P + Pi ) Thick /coding as, STRESSES P, o Mmi a. C f = 20,000 psi f'c = 3,000 psi /1 i" .tt f = 1,350 psi . . ams. rc = 90 psi X 1M r = 300 psi MEM ' 11111111•1 `C MEM P MI Wall Thidmess i Q" 10" 12" 15" (t) J [loor Hein 1 stc:.4 rcement cn +Hier for Sice of Wall of easement (h) Vert. Horiz. Vert. Hariz. Vert. Horiz. Vert. Horiz. 7'-0 l /4 @ 14" 14 @ 10" #4 (4)13" #5 @ 12" '4,..(4-1,1!-L----15 C, " #5 ® 13V2" #6 c 12 8'-0 Ca+ 12" ' . 14 @10 " @ 13" #5@ 12'(4@11!' #S®10" ,5 @ 13 %z" 16 @ 12 9' -0 :4 11" #4@ 10" #4,13" #5@ 12" /4Ga 11" # @ 15e 131 "; . 10'-0 1, 5 ( ^ g ; 13" "" #4 @10 #5 @ 12" #4 @ 1 i" #5 @ 10" /5 @ 131/2" #6, 12 11' -0 1/6 @ 14i1 # @ 10" 1i5 Cd, 13" #5 @ 12" #4 @ 10" #5 @ 10" 15 @ 131/2" E6 @ 12 r2 - i • a• 1" •. ' #5 4 10' " 15 @ 12" ,15 @ 12" 15 @ 10" *5 @ 131/2" #6 @ 12 13'-0 + @ 12" #4 @ 10" #6@ 12" 15(412" ./5 @10" #5 @10" r5 @12" #6 Ca,12 14'4) , : 4 12" 14 @ 10" #7 @ 121/2" #5@ 12" '6 @I1" #5 @ 10" 5, 10" #64 12' 15' -0 ; 8 Cr; 131" #5 @ 12" #7 @ 121/2" #5 @ 10" @ 12" #6 @ 12' -0 16' '9@ 13" #5 @ 12" /8@ 14" #5 @ 10" *'7 • 131/2" /6 C• 12' 17' -0 I '9 @ 12" #5 @ 12" , #8 @ 13" 115 C; 10" 17 @ 11'1" 16, 12' 18'-0 #8 @ 13" #6 (tir' r Often a pair of ban Is added at top and at bottom of a wall to provide longitudinal beam action footing to footing, pile cap to pile cap, or to bridge across soft and firm subsoil conditions. MAXIMUM HEIGHTS IN FEET OF UNREINFORCED BASEMENT WALLS (KEEPING TENSION 100 P51). Wall Thickness Surcharge = 300 psf (t) (Diagram above) No Surcharge a" 6.9 8.2 10 " 8.0 9.7 12" 9.4 11.0 13" 11.1 12.7 H .rT4 aensen.rr..r, ..� �,..�,.. . c