Laserfiche WebLink
S�LIs&hl�� Tacoma Designed: OMA Date: 11/1/2022 Project Number: 19.933 <br /> , 253-474,-9449 Washington 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 /> P0: 12 'main' (cant) D=0.2826 kip dead point load at each end of beam <br /> PS:=(i.. <br /> A.Bl 5=4.05 kip snow load at each end of beam <br /> 4 <br /> Pwi PNWB•( 1_.A.Bl=—1.7678 kip MWFRS force at one end of beam <br /> Pw2:=PNLB•(4•A•Bl=-0.1607 kip MWFRS force at other end of beam <br /> JJ <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 />