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;1 <br /> ..i..v•. 7�• .T--- -_- _ - <br /> • November 29, i.'"7,---",7---------"r -r.. ._a. ; 794 3 . <br /> ' All loads in pounds per square fool <br /> SEISMIC DESIGN: WALL DEAD LOAD=, 10 psf ROOF DEAD LOAD = 15.0 psf <br /> E = Eh + Ey FLAT ROOF SNOW LOAD = 25 psf UPPER FLOOR D.L. = 12.0 psf <br /> E = pQE + .2SD5D 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 /> h„= 28 Total height of structure <br /> • <br /> V = 0.7SDSIEW/R SDs = 2/3 SMS Ss = 133.9% SMS = 133.9% V = 0.096 W <br /> Vmax = SDI IEW/TaR SMS = (Fa)(Ss) Fa = 1.000 SDs = 89.3% E = 0.096 W <br /> Ta = 0.02h„°75 SDI = 2/3 SMi Si = 50.8% SM] = 76.2% <br /> Ta = 0.24 S 5M1 = (Fv)(S1) Fv = 1.500 SDI = 50.8% Cs = 0.096 <br /> 2ND FLOOR DIAPHRAGM LOADING: IST FLOOR DIAPHRAGM LOADING: <br /> W(ROOF) = LENGTH WIDTH COEFF LOAD TOTAL W(ROOF) = LENGTH WIDTH COEFF LOAD TOTAL <br /> 43 41 1.05 15.0 27767 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 /> 15.0 0 15.0 0 <br /> Area = 1763 Sub-Total= 27767 Area = 0 Sub-Total= 0 <br /> W(FLOOR) = LENGTH WIDTH LOAD TOTAL W(FLOOR) = LENGTH WIDTH LOAD TOTAL <br /> 12.0 0 40 38 12.0 18240 <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 = 1520 Sub-Total= 18240 <br /> W(WALL) = NUMBER LENGTH TRIB. HT. LOAD TOTAL W(WALL) = NUMBER LENGTH TRIB. HT. LOAD TOTAL <br /> 2 40 4 10.0 3200 2 40 9 10.0 7200 <br /> 2 38 4 10.0 3040 2 38 9 10.0 6840 <br /> 10.0 0 10.0 0 <br /> 10.0 0 10.0 0 <br /> 10.0 0 10.0 0 <br /> Area = 312 Sub-Total= 6240 Area = 702 Sub-Total= 14040 <br /> TOTAL = 34007 lb TOTAL = 32280 lb <br /> NOT APPLICABLE <br /> W (ROOF) = LENGTH WIDTH LOAD TOTAL V (2ND FLOOR) = .096 x 34007 lb = 3269 lbs <br /> 15.0 0 V(1ST FLOOR) = .096 x 32280 lb = 3103 lbs <br /> 15.0 0 V() = .096 x lb = lbs <br /> 15.0 0 <br /> 15.0 0 REDISTRIBUTE: <br /> 15.0 0 <br /> Area = 0 Sub-Total= 0 EV x p height FV x height <br /> W(FLOOR) = LENGTH WIDTH LOAD TOTAL 3269 lb 28 91538 <br /> 12.0 0 3103 lb 16 49651 <br /> 12.0 0 lb 0 • <br /> 12.0 0 TOTAL - 6.372 lb TOTAL = 141189 <br /> 12.0 0 <br /> 12.0 0 E (2ND) = FV x height x EV TOTAL = 4131 lbs <br /> Area = 0 Sub-Total= 0 EV x height TOTAL <br /> W(WALL) = LENGTH TRIG. HT. LOAD TOTAL <br /> 10.0 0 EVxhei htxFVTOTAL <br /> 10.0 0 E (1ST) = EV x height TOTAL = 2241 lbs <br /> 10.0 0 <br /> 10.0 _ 0E 0 _ NOT USED = 0 lbs <br /> 10.0 0 <br /> Area = 0 Sub-Total= 0 <br /> TOTAL = lb <br />