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LATERAL-HOOD: <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) 28.00 inches <br /> Unit Width(d) 60.00 inches <br /> Unit Length(1) 95.00 inches <br /> Unit Weight 164.00 pounds <br /> Bldg.Height 24.00 feet <br /> Af= 18.47 sf 29.4.1 <br /> B*h= 190 sf 29.4.1 <br /> 0.1*B*h= 19.00 sf 29.4.1 <br /> Adjustment 0.10 29.4.1 <br /> GCr= 1.80 29.4.1 <br /> Fh= qh*GCr*Af= 487 pounds eq.29.4-2 <br /> h/d 0.47 FIG. 29.3.1 <br /> Ar= 39.58 sf 29.4.1 <br /> B*L= 11.67 FIG.29.3.1 <br /> 0.1B*L= 1.17 29.4.1 <br /> Adjustment 0.38 29.4.1 <br /> Gcr= 1.12 29.4.1 <br /> Fy= qh*GCr*Ar= 649 pounds 29.4-3 <br /> W= 164 > 649 uplift <br /> SEISMIC: <br /> Fp= (0.4*ap*Sips*Wp/ Rp/ Ip)(1 +2*z/h) 13.3-1 <br /> ap=2.5 Rp =6.0 <br /> Fp= 1.6*Sds*Wp*Ip 288 maximum 13.3-2 <br /> Fp= 0.3*Sds*Wp*Ip 54 minimum 13.3.3 <br /> Sds= 1.097 <br /> Fp= 90 pounds <br /> Fp= 0.2*Sps*Wp (vert) 13.3.1.2 <br /> Fup= 36 (vert) <br /> Moore PROJECT: ENGR: KWM 13 of <br /> Engineering JAMCO BUILDING 4 DATE:8/1 0/2021 24 <br /> Group HOOD AND FAN SCALE: <br />