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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 18 <br /> Project: Emerald Court Carports <br /> MEMBER CHECKS, CONTINUED <br /> BEAM: HOT-ROLLED WIDE FLANGE <br /> Beam Specifications: <br /> L:=10 ft <br /> Nominal Loads on Beam for ENERCALC: <br /> PD:=12 tmoin+lcan,J D=0.2826 kip dead point load at each end of beam <br /> PS:=(1 •A-81 5=4.05 kip snow load at each end of beam <br /> 4 J <br /> PWI:=PNWB•(_1 <br /> 4 J•A•B1=-1.7678 kip MWFRS force at one end of beam <br /> PW2:=PNLB•(_1 <br /> 4 J•A-B1=-0.1607 kip MWFRS force at other end of beam <br /> PER ATTACHED,W8x10 BEAMS ARE ADEQUATE <br /> PER SECTION 2.4-Snow load in combination with Wind and Seismic loads shall be taken as the <br /> flat roof snow load. <br /> Worst case combination =Wind Load +City stated minimum uniform roof load <br />