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PROJECT # : 18-SANA-24 <br />CLIENT: <br /> CALCULATED BY: FB <br />REV0: 05-24-24 <br />Seismic Base Shear. <br />V= Kip <br />Vertical Distribution of Seismic Forces <br />Fx=(Cvx) x (V) <br />(W x) x( h k <br />x) <br />∑( W i) x( h k <br />i) <br />Exponent related to the structure period (K) <br />K=1 <br />Table 1: <br />USED <br />COMBINATION 2.4.5=(0.6D − 0.7Ev + 0.7Eh)= (0.6D- 0.2SDS X D + 0.7 pQe)= (0.6-0.2SDS)D + 0.91Qe)= (0.6-0.2SDS)D + 0.91Vu) <br />ASCE 7-22 <br />SHEARWALLS <br />(NORTH-SOUTH 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 =psf P= 16 <br />Minimum Design Wind Loads=16 psf <br /> P wind = 0.6 x 16.0 psf x ft x ft = Kip <br />Kip <Kip <br />SHEAR WALL DESIGN <br />(lbs/ft2)X X <br />X <br />Load per s.f (lbs/ft2) <br />4.34 <br />+GCpf= 0.18 -GCpf= -0.18 <br />4.22 8.38 <br />Seismic shear governs <br />4.22 <br />Fx <br />2 <br />45.89 665.34 1.00 <br />Floor area <br />Dx (ft) L (ft) <br />Vu (lbs) <br />Panel lengths (ft) <br />Redundancy factor <br />9.33 47.16 <br />25.83 <br />6.09 <br />13.99 <br />13.99 <br />psf <br />Fx (Kip) Vx (Kip) <br />8.38 <br />TOTAL 8.38 8.38 <br />LEVEL HEIGHT Wx hxk Cvx <br />(Description)hx (ft) (Kip-ft) (Kip) <br />665.34 1.00 8.38ROOF LEVEL 14.5045.89 <br />V=(Cs) x(W) <br />8.38 <br />Cvx = <br />Wx (Kip) <br />WEIGHT SEISMIC FORCES <br />Shear force (Vu) (lbs) = <br />Unit shear (plf) = <br />11