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t <br />WEST <br />COAST <br />STRUCTURAL <br />ENGINEERING, INC. <br />Beam: <br />Span: <br />4 ft <br />RB1 <br />Member: 4x6 HF#2 <br />E psi <br />1.30E+06 <br />in14 <br />48.5 <br />A in12 <br />19.3 <br />Results <br />M allow = <br />1.62 <br />(k-ft) <br />M max = <br />0.32 <br />(k-ft) <br />R1 = <br />0.32 <br />(k) <br />R2 = <br />0.32 <br />(k) <br />v max = <br />25 <br />(psi) <br />Deflect. = <br />0.015 <br />(in) <br />= <br />L <br />3277 <br />Roof Framing Plan <br />NTS <br />9540 Semiahmoo Parkway (425) 347-8998 <br />#137 wcse.net <br />Blaine, WA 98230 <br />Uniform Loads <br />start end (ft) <br />O�.aww 4 <br />x = 2 (ft) <br />M @ x = 0.32 (k-ft) <br />V@x= 0 (k) <br />Loading Diagram: RBI 1 <br />400 0.8 , <br />= 300 0.6 v <br />j 200 0.4 c <br />D 100 0.2 a <br />0 0 <br />0 0.5 1 1.5 2 2.5 3 3.5 4 <br />Magnitude(plf) Point Loads Magnitude(k) <br />start end (plf) distance ft <br />(�160 160 <br />j <br />i <br />Project: W4738 Sheet No: 2 10/27/2021 <br />