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Wood Beam <br />LIC# : KW-06012765, Build:20.22.10.25 MLB Consulting & Engineering inc.(c) ENERCALC INC 1983-2022 <br />DESCRIPTION:CJ-1 <br />Project File: MCFADDEN.ec6 <br />Project Title: <br />Engineer: <br />Maximum Forces & Stresses for Load Combinations <br />Span #C C CCMCCLxi r <br />Shear ValuesMax Stress Ratios <br />M V fbMu fvFbVu FvSegment Length O t F Cfu <br />1.00+1.20D+L 1.100 1.151.00 1.00 0.0 0.00 0.00.0 <br />1 0.563 0.139 0.80 1.100 1.151.00 1.00 1.97 1,107.1 1,967.3 0.40 311.043.3 <br />0.00.0 <br />1 0.349 0.077 0.80 1.100 1.151.00 1.00 1.23 687.4 1,967.3 0.22 311.024.0 <br />0.00.0 <br />1 0.536 0.125 1.00 1.100 1.151.00 1.00 2.35 1,317.5 2,459.2 0.45 388.848.7 <br />0.00.0 <br />1 0.210 0.046 1.00 1.100 1.151.00 1.00 0.92 515.6 2,459.2 0.17 388.818.0 <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 0.4940 7.555 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 0.422 0.422 <br />Max Upward from Load Combinations 0.422 0.422 <br />Max Upward from Load Cases 0.200 0.200 <br />D Only 0.197 0.197 <br />+D+L 0.397 0.397 <br />+D+Lr 0.297 0.297 <br />+D+0.750Lr+0.750L 0.422 0.422 <br />+D+0.750L 0.347 0.347 <br />+0.60D 0.118 0.118 <br />Lr Only 0.100 0.100 <br />L Only 0.200 0.200