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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:B9 <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 />1.00+0.60D 1.000 1.001.00 1.00 0.0 0.00 0.00.0 <br />1 0.046 0.025 1.60 1.000 1.001.00 1.00 1.00 99.1 2,160.0 0.29 272.06.8 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+L 1 0.1211 5.830 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 1.559 1.986 <br />Max Upward from Load Combinations 1.559 1.986 <br />Max Upward from Load Cases 1.102 1.430 <br />D Only 0.457 0.556 <br />+D+L 1.559 1.986 <br />+D+0.750L 1.284 1.628 <br />+0.60D 0.274 0.333 <br />L Only 1.102 1.430 <br />54