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Design Wind Load per ASCE 7-16 <br />Building Data Subscripts 1 and 2 refer to direction of wind load <br />Risk Category:II ASCE 7-16 Table 1.5-1 <br />Exposure Category:C ASCE 7-16 §26.7 <br />hr =20 ft Building average roof height <br />B1 =215 ft Building width <br />B2 =200 ft Building width <br />V =95 mph Basic wind speed ASCE 7-16 Fig. 26.5-1A, B, C, or D <br />Rooftop Wind Screen Data <br />hscreen =6 ft L1 =44.8 ft Af1 =268.5 sf <br />z = 26.0 ft L2 =43.8 ft Af2 =262.5 sf <br />zg =46 ft Elevation above sea level <br />Design Wind Load <br />qh = 0.00256 Kh Kzt Kd Ke V2 =18.7 psf ASCE 7-16 Eq. 26.10-1 <br />Kh =0.90 Velocity pressure exposure coefficient ASCE 7-16 Table 26.10-1 <br />Kzt =1.0 Topographic factor ASCE 7-16 §26.8 <br />Kd =0.9 Wind directionality factor ASCE 7-16 Table 26.6-1 <br />Ke =1.00 Ground elevation factor ASCE 7-16 Table 26.9-1 <br />Fh = qz (G Cr) Af Lateral force ASCE 7-16 Eq. 29.4-2 <br />Wind Load (G Cr) <br />Fh1 =4915 lb x 1.9 = 9338 lb <br />Fh2 =5027 lb x 1.9 = 9551 lb <br />pw = 35.6 psf Design wind pressure ASCE 7-16 Eq. 29.4-2 <br />PROJECT <br />PROJECT NO. <br />ITEM Load Sheet ENGINEER <br />DATE <br />SHEET NO. <br />S24-0082 <br />Edwards Advanced Catheter Lab TI <br /> BRANDOW & JOHNSTON STRUCTURAL & CIVIL ENGINEERS | LOS ANGELES NEWPORT BEACH <br />3009 S Daimler St <br />11/18/2024