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sitts&hill Tac253 47oma,Washington Designed: OMA Date: 11/1/2022 Project Number: 19.933 <br /> 4-9449 Checked: CJT Date: 11/4/2022 20 <br /> Project: Emerald Court Carports <br /> MEMBER CHECKS.CONTINUED <br /> POST:HOLLOW STEEL SECTION <br /> Strength-Level Input Values for ENERCALC <br /> Gravity Load on Post: <br /> Po:=2 Po+(L• Wbeam)=0.6652 kip <br /> Snow Load on Post:City Minimum Uniform Load <br /> Ps=4050 lbf Pstot:=2 Ps=8.100 kip <br /> Partial Loading Moment:ASCE Flat Roof Snow Load <br /> PS2:=Pf•18 ft.9 ft+.5•pf•18 ft.9 ft=3061.8 lbf <br /> Ms:=.5•pf•18 ft.9 ft•5 ft=5.103 kip ft <br /> Wind Force on Post: <br /> Vw:= 2 (1 ft)•A•Pf=0.3214 kip about weak axis of post <br /> Mw:= 2 L (Pw1—PW2) =8.035 kip ft moment due to vertical wind imbalance <br /> Seismic Force for on Post: <br /> VE:= 1 Eh=0.8232 kip about weak axis of post <br /> 2 <br /> PER ATTACHED, HSS 6x4x3/8 IS ADEQUATE <br />