Laserfiche WebLink
• <br /> WEST 9540 Semiahmoo Parkway (425)347-8998 <br /> COAST <br /> STRUCTURAL #137 wcse.net <br /> ENGINEERING,INC. I Blaine,WA 98230 <br /> Beam: Floor Joist-typ Uniform Loads Magnitude(plf) Point Loads Magnitude(k) <br /> Span: 15.6 ft start 0 15.6=art r67 67 i end (ft) start end (plf) distance(ft) <br /> rF <br /> 1-----1 <br /> Member: 2x12 DF#2 I I <br /> E psi 1.60E+06 x = 7.8 (ft) <br /> I in^4 178 M @ x = 2.04 (k-ft)I 1 <br /> A in^2 16.9 V @ x = 0 (k) <br /> Results 1 <br /> M allow= 2.37 (k-ft) 200 Loading Diagram:Floor Joist-typ 1 <br /> M max = 2.04 (k-ft) si. 150 o.s <br /> R1 = 0.52 (k) 7, no0.6 <br /> 0 0.4 c <br /> R2 = 0.52 (k) = 50 0.2 a <br /> v max = 46 (psi) o . _ _ _ _ _ _ _ _ . o <br /> Deflect. = 0.314 (in) 0 2 4 6 8 10 12 14 <br /> = L <br /> 596 <br /> Beam: B1 Uniform Loads Magnitude(plf) Point Loads Magnitude(k) <br /> Span: 6 ft start end (ft) start end (plf) distance(ft) <br /> 0 6 1200 1200' ;, <br /> Member: 3 1/8" x 9" 24F V4 GLB I I <br /> E psi 1.80E+06 x = 3 (ft) <br /> I inA4 190 M @ x = 5.4 (k-ft) <br /> A inA2 28.1 V @ x = 0 k <br /> ( ) � l <br /> Results t I <br /> M allow= 8.40 (k-ft) Loading Diagram:B1 1 <br /> w 3000 0.8 7 <br /> M max = 5.40 (k-ft) a • a <br /> R1 = 3.60 (k) z000 0.6 <br /> 0 <br /> R2 = 3.60 (k) moo 0.2 a <br /> v max = 192 (psi) o . _ _ _ _ _ L o <br /> Deflect. = 0.103 (in) 0 1 2 3 4 5 6 <br /> = L <br /> 702 <br /> Project: W4737 Sheet No: 5 3/11/2022 <br />