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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:B12 <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 = 16.10 ft 1 0.450 0.245 1.25 1.001 1.001.00 1.00 16.79 1,632.8 3,629.2 3.68 362.588.6 <br />0.00.0 <br />1 0.319 0.173 1.15 1.001 1.001.00 1.00 10.96 1,065.6 3,338.9 2.40 333.557.8 <br />0.00.0 <br />1 0.129 0.070 1.60 1.001 1.001.00 1.00 6.18 601.3 4,645.4 1.36 464.032.6 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+Lr 1 0.5791 8.109 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 4.492 4.492 <br />Max Upward from Load Combinations 4.492 4.492 <br />Max Upward from Load Cases 2.560 2.560 <br />D Only 2.560 2.560 <br />+D+L 2.776 2.776 <br />+D+Lr 4.492 4.492 <br />+D+0.750Lr+0.750L 4.171 4.171 <br />+D+0.750L 2.722 2.722 <br />+0.60D 1.536 1.536 <br />Lr Only 1.932 1.932 <br />L Only 0.216 0.216 <br />67