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PROJECT # : 18-SANA-24 <br />CLIENT: <br /> CALCULATED BY: FB <br />REV0: 05-24-24 <br />Wall dead load = Exterior / Interior =psf /psf Wall height (he) same for all grids =ft <br />Roof dead load =psf <br />Ceiling dead load =psf <br />SHEARWALLS <br />(EAST-WEST DIRECTION) <br />PER WIND LOADING ANALYSIS - Main Wind-Force Resisting System <br />P = qh x Kd [(GCpf)-(+/-Gcpi)] <br />qh=psf <br />GCpf= 0.46 <br />P+=psf P-=psf <br />Pcritical =P=16 <br />16 psf <br /> P wind = 0.6 x 16 psf x ft x ft = Kip <br />Kip <Kip <br />SHEAR WALL DESIGN <br />(lbs/ft2)X X <br />X <br />+GCpf= 0.18 -GCpf= -0.18 <br />HDU4 <br />10.00 <br />Omqross <br />(lbs-ft)R.R <br />--- <br />Vux (lbs)Dgrid (lbs)(ft) <br />Floor area <br />2704.62 2808.20 <br />- <br />21476.46 <br />11.16 <br />9.5811.16 <br />- <br />- <br />OK <br />OK <br />Stat <br />Panel lengths (ft) <br />2499.94 <br />Unit shear (plf) =Vu (lbs)Redundancy factor <br />9.33 <br />- <br />50.25 4.50 <br />4.50 <br />3423.75 <br />7457.58 <br />2934.77 1064.34 <br />8.38 <br />Seismic shear governs <br />9.33 <br />- <br />A <br />RM (lbs-ft) <br />15.00 <br />26200.469.58 <br />0.00 - <br />D (lbs) <br />- <br />Length <br />critic b(ft) <br />2301.87 <br />HDU <br />25.83 <br />6.09 13.99 <br />13.99 psf <br />* Capacity is reduced by adjusted factor = <br />GRID <br />B 18.00 <br />C.J <br />-0.00 <br />-0.00 -- 0.00 - <br />0.75 <br />3769.37 <br />24341.54 103.27 HDU2 2306.25 <br />7.08 9.33 <br />Shear force (Vu) (lbs) =Dx (ft) L (ft)Fx <br />Design T (lbs) <br />- <br />HOLDOWN DESIGN NORTH - SOUTH DIRECTION <br />- <br />- <br />16.00 <br />10.00 <br />Tributary <br />width (ft) <br />9.33 <br />2 <br />Capacity <br />(lbs) * <br />13