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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:EX HIP <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 = 12.0 ft 1 0.149 0.061 1.00 1.300 1.151.00 1.00 1.07 420.6 2,825.6 0.38 367.222.4 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+Lr 1 0.4731 5.869 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 1.083 0.663 <br />Max Upward from Load Combinations 1.083 0.663 <br />Max Upward from Load Cases 0.600 0.360 <br />D Only 0.483 0.303 <br />+D+Lr 1.083 0.663 <br />+D+0.750Lr 0.933 0.573 <br />+0.60D 0.290 0.182 <br />Lr Only 0.600 0.360