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Eg9 Sills&hill Tacoma,Washington Designed: OMA Date: 11 1 2022 Project Number: 19,933 <br /> 253-474 9449 Checked: CJT 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 (bf•ft <br /> Mneg:=2 W•scant =208.24 ft <br /> M — 1 W•lmain 2 —Mneg=117.135 lbf'ft <br /> pos'— 8 ft <br /> fneg:= Mneg =29.999 ks% fneg =8 3% <br /> Sneg Fallow <br /> fpas:= Spas=16.595 ks% fpas =46% <br /> pos allow <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 ps�=-16 psf <br /> W:=0.6 D+0.6 W=—8.982 psf <br /> 1 z lbf•ft <br /> Milos:=—2 W.scant =71.856 ft <br /> M 1 W•( Z —M =40.419 lbf'ft <br /> neg:=—8 main pos ft <br /> fpos:= Spas=10.18 ks% fpas =28% <br /> pos allow <br /> fneg:= Mneg =5.823 kS% fneg =16% <br /> Sneg Fallow <br /> V-LINE 32, 26 GA. DECKING IS ADEQUATE <br />