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CI..rICLD/1KVCK- J J I UK T I uecemoer 4, Lu:123 ( JUA JOD7f /V tb I ;i <br /> All loads in pounds per square foot <br /> SEISMIC DESIGN: WALL DEAD LOAD= 10 psf ROOF DEAD LOAD= 15.0 psf <br /> r E=Eh+Ev FLAT ROOF SNOW LOAD= 25 psf UPPER FLOOR D.L.= 12.0 psf <br /> E=PQE+•2SosD QE=V=CsW RED.S.L.(20%*S.L.)= 0 LOWER FLOOR D.L.= 12.0 psf <br /> FLOOR LIVE LOAD= 40.0 psf <br /> p= 1.00 <br /> Site Class= D When the Site Class is not specified by Geotech, D will be assumed <br /> IE= 1 Importance factor as defined in Table 1.5.2 <br /> R= 6.5 <br /> hn= 31 Total height of structure <br /> V=0.7SDSIEW/R SDs=2/3 SMS Ss= 129.9% SMs= 129.9% V= 0.093 W <br /> Vmax= SDIIEW/TaR SMS=(Fa)(Ss) Fa= 1.000 SDS = 86.6% E= 0.093 W <br /> Ta= 0.02h275 SDI =2/3 SM1 Si = 49.4% SM, = 74.4% <br /> Ta= 0.26 s SMI =(Fv)(S1) Fv= 1.506 SD, = 49.6% Cs= 0.093 <br /> 3RD FLOOR DIAPHRAGM LOADING: 2ND FLOOR DIAPHRAGM LOADING: <br /> W(ROOF)= LENGTH WIDTH COEFF LOAD TOTAL W(ROOF)= LENGTH WIDTH COEFF LOAD TOTAL <br /> 44 42 1.12 15.0 31046 7 18 1.12 15.0 2117 <br /> 11 9 1.12 15.0 1663 15.0 0 <br /> 15.0 0 15.0 0 <br /> 15.0 0 15.0 0 <br /> 15.0 0 15.0 0 <br /> Area= 1947 Sub-Total= 32710 Area= 126 Sub-Total= 2117 <br /> W(FLOOR)= LENGTH WIDTH LOAD TOTAL W(FLOOR)= LENGTH WIDTH LOAD TOTAL <br /> 12.0 0 40 38.5 12.0 18480 <br /> 12.0 0 12.0 0 <br /> 12.0 0 12.0 0 <br /> 12.0 0 12.0 0 <br /> 12.0 0 12.0 0 <br /> Area= 0 Sub-Total= 0 Area= 1540 Sub-Total= 18480 <br /> W(WALL)= NUMBER LENGTH TRIB. HT. LOAD TOTAL W(WALL)= NUMBER LENGTH TRIB. HT. LOAD TOTAL <br /> 4 38.5 4.5 10.0 6930 4 38.5 9 10.0 13860 <br /> 2 40 4.5 10.0 3600 2 40 9 10.0 7200 <br /> 10.0 0 10.0 0 <br /> 10.0 0 10.0 0 <br /> 10.0 0 10.0 0 <br /> Area= 353 Sub-Total= 10530 Area= 707 Sub-Total= 21060 <br /> TOTAL= 43240 lb TOTAL= 41657 lb <br /> 1ST FLOOR DIAPHRAGM LOADING: <br /> W(ROOF)= LENGTH WIDTH LOAD TOTAL V(3RD FLOOR)= .093 x 43240 lb= 4033 lbs <br /> 15.0 0 V(2ND FLOOR)= .093 x 41657 lb= 3885 lbs <br /> 15.0 0 V(1ST FLOOR)= .093 x 34950 lb= 3250 lbs <br /> 15.0 0 <br /> 15.0 0 REDISTRIBUTE: <br /> 15.0 0 <br /> Area= 0 Sub-Total= 0 EV x p height EV x height <br /> W(FLOOR)= LENGTH WIDTH , LOAD TOTAL 4033 lb 31 125010 <br /> 40 38.5 12.0 18480 3885 lb 18 69930 <br /> 12.0 0 3250 lb 9 29253 <br /> 12.0 0 TOTAL= 11168 lb TOTAL= 224193 <br /> 12.0 0 <br /> 12.0 0 E(3RD)= EV x height x EV TOTAL = 6227 lbs <br /> Area= 1540 Sub-Total= 18480 EV x height TOTAL <br /> W(WALL)= LENGTH TRIB. HT LOAD TOTAL <br /> 103 9 10.0 9270 E(2ND)= EV x height x EV TOTAL = 3483 lbs <br /> 80 9 10.0 7200 EV x height TOTAL <br /> 10.0 0 <br /> 10.0 0 E(1ST)= EV x height x EV TOTAL - 1894 lbs <br /> 10.0 0 EV x height TOTAL <br /> Area= 1647 Sub-Total= 16470 <br /> TOTAL= 34950 lb <br />