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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:B3 <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 = 11.410 ft 1 0.154 0.111 1.15 1.001 1.001.00 1.00 3.52 513.1 3,338.9 1.03 333.537.0 <br />0.00.0 <br />1 0.060 0.043 1.60 1.001 1.001.00 1.00 1.91 279.3 4,645.4 0.56 464.020.2 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+0.750Lr+0.750L 1 0.0967 5.747 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 1.404 1.404 <br />Max Upward from Load Combinations 1.404 1.404 <br />Max Upward from Load Cases 1.118 1.118 <br />D Only 1.118 1.118 <br />+D+L 1.271 1.271 <br />+D+Lr 1.347 1.347 <br />+D+0.750Lr+0.750L 1.404 1.404 <br />+D+0.750L 1.233 1.233 <br />+0.60D 0.671 0.671 <br />Lr Only 0.228 0.228 <br />L Only 0.153 0.153 <br />41