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HOPEWORKS STATION March 19, 2014 � )A 1ob# 7237 � 3 <br /> Allloods in pounds persquare/ool <br /> SEISMIC DESIGN: wau utno ioao= izs psr ROOF OEnO LOAD= 15.0 nsF <br /> E = Eh + Ev FIAT ROOF SNOW LOAU= 25 psi UPPEP.FIOOR D.L. = 14A sf <br /> E -- pQE + .45DSD QE = V - CsW RED.S.L.(205e•S.L.)= 0 LOWER FIOOR D.L = 11.0 sf <br /> FLOOR UVE LOAD= 40.0 ,f <br /> p = I.00 <br /> Situ Class = D When the$itu Class is not:pecilied by Geotech,D will be ouumed <br /> IE = 1 Imporonco(actar os defined in Table 11.5•1 <br /> R = 1.5 <br /> hn= 29 Total hei hl of slrudure <br /> V = 0.75DSIEW/R SDS - 2/3 SMS Ss = 123.1% SIAS = 124.3?5 V = 0.387 W <br /> VmaK = SD11EW/TaR SMS = (Fa)(Ss) Fo = 1,07 sos. 82.996 E = 0.387 W <br /> Ta = 0.02hn0.75 $D1 = 2/3 SMl 51 = 40.0% SMl = 64.0% <br /> Ta = 0.25 s Sh11 = (Fv)�51) fv = 1.60 SD1 = A2.7% Cs �- 0.38) <br /> 7ND FLOOR D/APHRAGM LOADING. !ST fCOOR OlAPHRAGAI COAD/NG: <br /> W(ROOF) = LENGTH \'lI�TH IOnD TOTnL W(ROOF) ^ LENGTH 1VI�TN �O,�D TOiqL <br /> t10 77 15.0 127aso ts.o 0 <br /> 15.0 0 15.0 0 <br /> 15.0 0 1.5.0 0 <br /> 15.0 0 15.0 0 <br /> 15.0 0 15.0 0 <br /> n.eo - aa�o Suh Totnl= 127050 Arw = 0 Sub-Tofal= 0 <br /> W(FLOOR) = LENGTH WIDTH LOnD TOTnt W(PLOOR) = LENGTH WIDTH LOA� tOinl <br /> 12.0 0 �10 �] 12.0 1016a0 <br /> 120 0 12.0 0 <br /> 11.0 0 12.0 0 <br /> izn o i2.o a <br /> ia.a e iz.a o <br /> Area- 0 Si.b�Totol= 0 Area -- 8�70 Sub�Tninl= 1016:D <br /> W(WALL) = LENGTH TRIB. HT. IOa,D TOTAL W nYALL) = LENGTH TRIB. HT. tO,�D TOTni <br /> 710 7.3 t45.o 100375 7t0 77.d 125.a ll0500 <br /> 110 7.3 tYS.o 700375 710 12.4 125.0 ll0500 <br /> 77 7.3 725.0 70263 77 12.4 175.0 719350 <br /> 77 7.3 125.0 70263 77 12.4 145.0 119350 <br /> 115.0 0 125.0 0 <br /> Arco= 2730 Sub-Tota1= 341275 Ama= 463A Suh�Tmal= 579700 <br /> TOTAL = 468325 Ib TOTAL= 68134U Ib <br /> NOT.IPPUGIBLf <br /> W(ROOF) = LENGTH WIDTH LOAD TOTAL V(2ND FLOOR� _ .387 x 46d32S 16 = 1 tl17S2!t <br /> t5.0 o V(IST PLOOR) _ .387 z 681340Ib = 7635n7It <br /> 15.0 0 V(J = .387x 16 - Ibs <br /> 15.0 0 <br /> 15.0 0 REDISTRIDUTE: <br /> 15.0 0 <br /> Arm= 0 Sub�Tolal= 0 fV x hei hl EV z hci ht <br /> W(FLOOR) = LENGTH WIDTH LOAD 70TAL 181157 Ib 17 307457A <br /> I1.0 0 26354716 8.5 22�0153 <br /> 12.� 0 Ih 0 <br /> 12.0 0 TOTAL = 44A697 Ib TOTAL= 5319731 <br /> 14.0 0 <br /> 17A 0 FV:height z f V TOTAL <br /> Areo = 0 Su6-Total- 0 E(2ND) _ �/x hoighl TOTAL - 2574351 <br /> W n'✓ALL) = LENGTH TRIB. HT LOAD lOTAL <br /> 14s.n o EV x hciphl x LV 70TAL <br /> i 25.0 0 E(15TJ = Fy x heighl TOTAL - 1 B7'!6a I <br /> 1�5.0 0 <br /> 195.0 0 E�) _ NOT USED _ O lhs <br /> 175A 0 <br /> Arco= 0 Sub-Tolo:= 0 <br /> TOTAL - Ib <br /> .�\\ <br />