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JOIST N Span Load: Tnb Width DL Lr LL S <br /> 11 5 I Deck 1.3333 13 333 0 79 99R 33 3375 <br /> Column: N/A 0 0 0 0 0 <br /> (1)2x6 HF No.2(Ext.Wall) N/A 0 0 0 0 0 <br /> Bearing: N/A 0 0 0 0 0 <br /> 27% N/A 0 0 0 0 0 <br /> FIG: 1208 Total: 13.333 0 79.998 33.3325 <br /> w 100 lb/ft M 3745 Ib'm V 250 lbs <br /> 2x6 HF No.2(2x&4x) Cr= 1.15 Incised: No Cos 1.15 <br /> Width Depth S(in^3) I(in^4) Bend Shear Ari An <br /> 1.5 5.5 7.56 20.80 33.9% 20.2% 1442 1155 Checks <br /> Beam 4 Span Load: lnb Width DL Lr LL S <br /> 24 [ S.5 Deck 2.5 25 0 150 62.5 <br /> Column: N/A 0 0 0 0 0 <br /> (1)2x6 HF No.2(Ext.Wall) N/A 0 0 0 0 0 <br /> Bearing: N/A 0 0 0 0 0 <br /> 24% N/A 0 0 0 0 0 <br /> FT.G: 1208 Total: 25 0 150 62.5 <br /> w 188 lb/ft M 8529 Ib'in V 517 Ibs <br /> 4x6 HF No.2(2x&4x) Cr= 1 Incised: Yes CD= 1.15 <br /> Width Depth S(inA3) I(in^4) Bend Shear Au Al. <br /> 3.5 5.5 17.65 48.53 47.5% 22.5% 1281 1022 Checks <br /> 33 J �� <br />