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. • <br /> LATERAL: <br /> WIND: ASCE 7 Ref. <br /> qZ= 0.00256*Kz*Kzt*Kd*Ke*V2*Ip eq. 26.10-1 <br /> Kd= 0.85 Table 26.6-1 <br /> KZt= 1.00 26.8.2 <br /> Ke= 1.00 Table 26.9-1 <br /> KZ= 0.70 26.10-1 <br /> V= 98 mph 26.5 <br /> Ip= 1.00 <br /> qZ= 14.63 psf 26.10.1 <br /> qh= 14.63 psf <br /> Unit Height (h) 61.00 inches <br /> Unit Width (d) 47.00 inches <br /> Unit Length (1) 74.00 inches <br /> Unit Weight 876.00 pounds <br /> Bldg. Height 27.50 feet <br /> Af= 31.35 sf 29.4.1 <br /> B*h= 170 sf 29.4.1 <br /> 0.1*B*h= 16.96 sf 29.4.1 <br /> Adjustment 0.18 29.4.1 <br /> GCr= 1.72 29.4.1 <br /> Fh= qh*GCr*Af= 787 pounds eq. 29.4-2 <br /> h/d = 1.30 FIG. 29.3.1 <br /> Ar= 24.15 sf 29.4.1 <br /> B*L= 19.91 FIG. 29.3.1 <br /> 0.1B*L= 1.99 29.4.1 <br /> Adjustment 0.38 29.4.1 <br /> Gcr= 1.12 29.4.1 <br /> F,= qh*GCr*Ar = 396 pounds 29.4-3 <br /> W= 876 > 396 no uplift <br /> SEISMIC: <br /> Fp= (0.4*ap*SDs*Wp/ Rp/ Ip)(1 + 2*z/h) 13.3-1 <br /> ap = 2.5 Rp = 6.0 <br /> Sds= 1.140 <br /> Fp= 499 pounds <br /> Fp= 0.2*SDs*Wp (vert) 13.3.1.2 <br /> Fup= 200 (vert) <br /> Moore Project: ENGR: KWM <br /> 7of <br /> Engineering Sonshine Christian DATE: 10/772022 16 <br /> Group Center GP-15 SCALE: <br />