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Wood Beam <br />LIC# : KW-06017148, Build:20.23.10.31 CASTILLO ENGINEERING INC.(c) ENERCALC INC 1983-2023 <br />DESCRIPTION:(E)H1 <br />Project File: 24-181.ec6 <br />Project Title:Engineer: <br />Maximum Forces & Stresses for Load Combinations <br />Span #C iCLx CCCMCF rt <br />Shear ValuesMax Stress Ratios <br />M CDV fbM fvF'b V F'vSegment Length Cfu <br />1.00Length = 16.160 ft 1 0.363 0.138 1.15 0.983 1.001.00 1.00 11.33 1,189.5 3,278.4 1.50 333.545.9 <br />0.00.0 <br />1 0.077 0.027 1.60 0.983 1.001.00 1.00 3.36 352.5 4,561.3 0.41 464.012.7 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+L 1 0.3657 7.372 0.0000 0.000 <br />. <br />Load Combination Support 1 Support 2 <br />Vertical Reactions Support notation : Far left is #1 Values in KIPS <br />Max Upward from all Load Conditions 13.192 1.925 <br />Max Upward from Load Combinations 13.192 1.925 <br />Max Upward from Load Cases 7.570 1.179 <br />D Only 5.622 0.746 <br />+D+L 13.192 1.925 <br />+D+Lr 6.451 0.801 <br />+D+0.750Lr+0.750L 11.921 1.671 <br />+D+0.750L 11.299 1.630 <br />+0.60D 3.373 0.448 <br />Lr Only 0.829 0.055 <br />L Only 7.570 1.179 <br />76