Laserfiche WebLink
JOB NUMBER : 24077 <br />PLAN: <br />Story 1 Line :1 Redundancy(ρ)1.3 Y Dir. <br />Lateral loads : <br />at A <br />Max. Drag Force : 774 lb Use Drag Type A (See Shear wall Schedule) <br />Total Wall Length : 24.75 ft Total Panel Length : 8.00 ft Net Length : 8.00 ft <br />Shear Diaphragm : 84 plf Design Wall Shear : 259 plf <br />Use ( 5 A35) or (4 LS50) Along Line Shear Panel or for Framing Clips Spacing See S.W. Schedule <br />USE TYPE 2 ok Ratio Shear : 0.68 <br />Max. Panel Deflection :1.307 " < 2.4 "ok <br />Holdown & Deflection Check <br />A 8.00 8.00 10 2348 2790 2348 2790 4X4 4X4 3 40" <br />Uplift Above 00 lbs <br />Span(ft) Seis. (lbs) Wind (lbs) <br />From Line 1 <br />Lateral Loads: <br />0% 0 0 <br />Post size <br />Panel Length <br />(ft) <br />Net L <br />(ft) <br />Height <br />(ft) <br />Left <br />Seis. Wall (lbs)190 <br />Down <br />(lb) <br />1Y_ROOF 31.75 24.75 1711 2071 <br />Sum :1901 2071 <br />Right <br />Span (ft) Deep (ft) Wind (lbs)Seis. (lbs) <br />(Per ASCE 7-16, IBC 2021,CBC 2022 & LABC 2023 Code) <br />SHEAR WALL DESIGN <br />Deflection (in.)A.B.Spacing <br />(in.) <br />HDU2 HDU2 0.2334 <br />Holdown L. R.Uplift <br />(lb) <br />Down <br />(lb)Holdown Uplift <br />(lb) <br />DM = (4.0/1.0) X Ds X 1.4 = <br />0 3.5 7.5 17.25 21.25 24.7524.7524.7524.7524.7524.75 <br />7.5 15.50000000000 <br />A