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Design Criteria - (2022 CBC) <br />Job Information ARE Job No <br />Memorial Park Aquatics Center 25138 <br />1) California Building Code [CBC 1609] <br />2) ADM 1 <br />3) AISC 360 <br />4) ASCE 7-16 <br />Wind Loading <br />Wind Speed, Vult = 95 mph <br />Exposure = <br />Structure Height, h =(for design) <br />(ASCE 7, 30.3.2) <br />Design pressure, p = qh [ (GCp) - (GCpi)](ASCE 7, Eqn. 30.3-1) <br />qh = 0.00256 Kz Kzt Kd Ke V2 (ASCE 7, Eqn. 26.10-1) <br />Kz =0.95 (ASCE 7, Table 26.10-1) <br />Kzt =1.0 (ASCE 7, 26.8.1) <br />Kd =0.85 (ASCE 7, Table 26.6-1) <br />Ke =1.0 (ASCE 7, Table 26.9-1) <br />VASD = Vult * sqrt(0.6) =74 mph <br />Velocity pressure, qh = 11.14 psf <br />Design pressure, p = qh [ (GCp) - (GCpi)] <br />Where, Gcpi =0.18 (ASCE 7, Table 26.13-1) <br />Gcp value <br />GCp10=1.4 GCp100 =1.05 (ASCE 7, Figure 30.3-1) <br />GCp20 =1.3 GCp200 =0.98 (Worst Case : Zone 5) <br />GCp50 =1.18 <br />Trib. Area AT <br />10 sq.ft pnet10 =17.60 psf <br />20 sq.ft pnet20 =16.48 psf <br />50 sq.ft pnet50 =15.15 psf <br />100 sq.ft pnet100 =13.70 psf <br />200 sq.ft pnet200 =12.92 psf <br />Net Pressure ASD, pnet <br />2