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Wind Analysis MWFRS PROCEDURE ASCE 7-16 CHAPTER 27 <br />art -vg <br />Exposure <br />Design Wind Speed, V =llo mph <br />Building longitudinal lei 13.s IF <br />guiidmg tranweme ienem: ton <br />Ave. roof moot! 19.511 <br />W dload Procedure <br />Velocity mare re:gh=. W2WKX,Kp2 <br />(ASCE 3731) <br />Where Ka=es, <br />K, per ASCE Table 273-1 <br />Wind Precal g-mus-®I6Co1 <br />(ASCE 716 Senlon 269.1) <br />Near: For Ml gil6 Cyi1=D <br />Gusleffect facto rG= B S, area me Pigi d Structure <br />(ASCE 7-16 Table 2611-1) <br />Internal Puri re weld ern (G Cp)=1019 <br />(ASCE 7-16 Figure 27.1) <br />Wall Cp Emerge <br />Deadd ar n I <br />DO <br />S <br />Windward <br />All Values <br />0.8 <br />Longitudinal. lerwvd <br />1,35 <br />0,46 <br />Transverse reeved! <br />0740740741 <br />a <br />Wind Design WinawaM Prersure EnmPlr <br />For aS it, Na=o57 <br />Velocity Pressure:gz= X02%ddS7)I1.3dXDESY1lDu21 (ASCE 273-1) <br />20.86 psi <br />For roof height, Kz=O.G2 <br />prof velocity Pressure :gz=ma55(0.621F 381fog5)(va2) IASCE 2731) <br />R5l psi <br />Wind Pressure: p=(20.88)685110. 81 (ASCE 716 Section 26,9.1) <br />14.20 psi <br />Follow sunllar Extreme for otherdimmagm ha lgMs. <br />We attached forwiM losing to diaphragms <br />"areasse, Furnace. <br />Q log <br />car we <br />so or <br />