Laserfiche WebLink
ROOF LEVEL SHEAR WALLS - LINE C <br />Total shr wall length, SL =7.3 =7.3 <br />Tributary width, TW =(14.5) / 2 =7.3 <br />Tributary length, TL =30 =30.0 <br />Tributary area, TA =TW * TL =218 <br />Seismic shear, VSR=(RDL*TA + 2*WDL*TW*THR)*Cs =694.9 lb <br />Vs=VSR / SL =95.2 plf <br />Wind shear, Vw =(WP * TW * THR) / SL =65.2 plf <br />Therefore V = max(VSR, Vw) =95.2 plf; <br />Use shear wall Type 1 w/ allow =280 plf <br />7.3 ft shr wall panel: <br />Mot = V * HR * (shr wall panel) =9596 Hold-down, Use <br />HDU2 = 2306 lbMr= (WDL*HR)*(shr wall panel)2 / 2=3197 <br />Uplift = [(Mot)*0.7 - (Mr)*(0.6-0.14SDS)] / [1.2 *(shr wall panel)] =600.88 <br />1621 S Diamond St & <br />Unit# 24/24/2025