Laserfiche WebLink
• <br />is <br />pNu, A:=qh-G'CNW A=12.15 psf <br />PNwA:=PAW A'A=9.963 kip <br />pNL A:=qh-G-CNL A=3.038 psf <br />PNLA:=pNL A'A=2.491 kip <br />PAWA 9.963 <br />_ PNwB _ —9.133 <br />Pw. . PNLA 2.491 kip <br />PNLB —6.642 <br />EARTHQUAKE LOAD <br />Site Class (Assumed): D <br />Seismic Co -efficient: <br />SS:=1.2 <br />51:= <br />0.427 <br />Fa:=1.09 <br />Fv :=1.9 <br />SMS:=1.224 <br />SDs := <br />2 <br />' SNM = 0.816 <br />3 <br />SM1:=Fv-51=0.811 <br />SD1:= <br />2 <br />' SM1= 0.541 <br />3 <br />Seismic Design Category <br />SDC <br />based on SDS: D <br />SDC <br />based on SDI: D <br />Severe SDC from both the category: D <br />pNw B:=gh'G•CI,w B=-11.138 psf <br />PNwB := per, B • A — —9.133 kip <br />pNL B:=gh*G'CNL B=-8.1 p8f <br />PNLB := pNL B - A = —6.642 kip <br />Response Modification Co -efficient: R := 3.5 <br />Over strength Factor: Sl := 3 <br />Deflection Amplification Factor: Cd := 5 <br />Effective Seismic Weight: <br />Dead Load, DD:=D-A+1.6 kip =3.24 kip <br />Other Loads, OL := 0 kip <br />FIG 22-1 <br />FIG 22-2 <br />Table 11.4-1 <br />Table 11.4-2 <br />EQN 11.4-1 <br />EQN 11.4-3 <br />EQN 11.4-2 <br />EQN 11.4-4 <br />Table 11.6-1 <br />Table 11.6-2 <br />Table 12.2-1 <br />SEC 12.2.5.6 and 14.1 <br />5of10 <br />