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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:HVB-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 />1.00Length = 10.50 ft 1 0.074 0.033 1.00 1.300 1.151.00 1.00 0.54 210.3 2,825.6 0.21 367.212.1 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+Lr 1 0.1772 5.135 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 0.580 0.396 <br />Max Upward from Load Combinations 0.580 0.396 <br />Max Upward from Load Cases 0.315 0.210 <br />D Only 0.265 0.186 <br />+D+Lr 0.580 0.396 <br />+D+0.750Lr 0.501 0.344 <br />+0.60D 0.159 0.112 <br />Lr Only 0.315 0.210