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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 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 (bf Psror 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:=.S•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:=12 L (PWl—PW2)I=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 />