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setts&hill T253-474acoma,Washington-9449 Designed: OMA Date: 11/1/2022 Project Number: 19.933 <br /> Checked: GT Date: 11/4/2022 12 <br /> Project: Emerald Court Carports <br /> MEMBER CHECKS.CONTINUED <br /> Loading for Max.Bearing:D+S <br /> w:=D+S=26.03 psf <br /> 1 z lbf•ft <br /> Mneg:=2 w'(cant =208.24 ft <br /> Mpos:= 8 f <br /> W.1main2 —Mneg=117.135 lbftft <br /> fneg'= Mneg=29.999 ksi fneg =83% <br /> Sneg Fallow <br /> fpos = Moos=16.595 ksi fp0S =46% <br /> Spas Fallow <br /> Loading for Max.Uplift:0.6D+0.6W <br /> AT:=B.b=48 ft2 <br /> CN:=—1.1 per Table 30.7-1 <br /> W:=min(gh•G.CN,-16 psi)=-16 psi <br /> w:=0.6 D+0.6 W=-8.982 psi <br /> z Ibf•ft <br /> Mpos'=—2 w•(cant =71.856 ft <br /> Mneg 8 f <br /> _— w• main —Mpos=40.419 ibf tf t <br /> fpos:= pos=10.18 ksi fpos =28% <br /> S <br /> Spos Fallow <br /> fneg:= Mneg=5.823 ksi fneg =16% <br /> Sneg Fallow <br /> V-LINE 32,26 GA.DECKING IS ADEQUATE <br />