Laserfiche WebLink
ROSENBERG RAMBLER in January 24, 2018 I SDA Job# 8276 I 3 <br /> loads in pounds per square foot <br /> SEISMIC DESIGN: WALL DEAD LOAD= 10 UM ROOF DEAD LOAD= 15.0 psf <br /> E=Eh+Ev FLAT ROOF SNOW LOAD= <br /> @,MII UPPER FLOOR D.L.= 12.0 psf <br /> E=PQE+•2SDsD QE=V=CSW RED.S.L.(20%*S.L.)= 0 LOWER FLOOR D.L.= 2.4 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„= 10 Total height of structure <br /> V=0.7SDsIEW/R Sps=2/3 SMS Ss= 121.6% SMS= 122.8% V= 0.088 W <br /> Vmax= SDIIEW/TaR SMs=(Fa)(Ss) Fa= 1.010 Sips = 81.9% E= 0.088 W <br /> Ta= 0.02h„°'75 SD1 =2/3 SM1 Si = 38.5% SM1 = 62.8% <br /> Ta= 0.11 s SM1 =(Fv)(S1) Fv= 1.630 SD1 = 41.8% Cs= 0.088 <br /> MAIN FLOOR DIAPHRAGM LOADING: NOT APPLICABLE <br /> W(ROOF)= LENGTH WIDTH COEFF LOAD TOTAL W(ROOF)= LENGTH WIDTH COEFF LOAD TOTAL <br /> 28.4 22 1.01 15.0 9466 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= 625 Sub-Total= 9466 Area= 0 Sub-Total= 0 <br /> W(FLOOR)= LENGTH WIDTH LOAD TOTAL W(FLOOR)= LENGTH WIDTH LOAD TOTAL <br /> 12.0 0 33 30 12.0 11880 <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= 990 Sub-Total= 11880 <br /> W(WALL)= NUMBER LENGTH TRIB. HT. LOAD TOTAL W(WALL)= NUMBER LENGTH TRIB. HT. LOAD TOTAL <br /> 2 24 4 10.0 1920 2 33 4.5 10.0 2970 <br /> 10.0 0 10.0 0 <br /> 10.0 0 10.0 0 <br /> 10.0 0 10.0 0 <br /> 10.0 0 10.0 0 <br /> Area= 96 Sub-Total= 1920 Area= 149 Sub-Total= 2970 <br /> TOTAL= 11386 lb TOTAL= lb <br /> NOT APPLICABLE <br /> W(ROOF)= LENGTH WIDTH LOAD TOTAL V(MAIN FLOOR)= .088 x 11386 lb= 1004 lbs <br /> 15.0 0 V()= .088x Ib= lbs <br /> 15.0 0 V()= .088 x Ib= 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 1004 lb 7.2524 7281 <br /> 2.4 0 lb 0 <br /> 2.4 0 lb 0 <br /> 2.4 0 TOTAL= 1004 lb TOTAL= 7281 <br /> 2.4 0 <br /> 2.4 0 E(MAIN) FV x height x EV TOTAL = 1004 lbs <br /> Area= 0 Sub-Total= 0 EV x height TOTAL <br /> W(WALL)= LENGTH TRIB. HT LOAD TOTAL <br /> 10.0 0E()= NOT USED = 0 lbs <br /> 10.0 0 <br /> 10.0 0 <br /> 10.0 0E()= NOT USED = 0 lbs <br /> 10.0 0 <br /> Area= 0 Sub-Total= 0 <br /> TOTAL= lb <br />