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Wood Beam <br />LIC# : KW-06014251, Build:20.23.08.30 GET STRUCTURAL ENGINEERING AND CONSULTING (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:10 - F.B. <br />Project File: Member Check.ec6 <br />Project Title: <br />Engineer: <br />Pro ect ID: <br />Project Descr: <br />Maximum Forces & Stresses for Load Combinations <br />Span # <br />Moment ValuesLoad Combination <br />C iCLx CCCMCF rt <br />Shear ValuesMax Stress Ratios <br />M CDV fbM fvF'b V F'vSegment Length Cfu <br />1.00+1.111D+0.750L 1.100 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 7.833 ft 1 0.038 0.030 1.60 1.100 1.001.00 1.00 0.55 89.2 2,376.0 0.21 272.01.00 8.21.00 <br />1.00+0.4516D 1.100 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 7.833 ft 1 0.007 0.005 1.60 1.100 1.001.00 1.00 0.10 16.0 2,376.0 0.04 272.01.00 1.51.00 <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+L 1 0.0105 3.945 0.0000 0.000 <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 0.320 0.320 <br />Max Upward from Load Combinations 0.320 0.320 <br />Max Upward from Load Cases 0.208 0.208 <br />D Only 0.112 0.112 <br />+D+L 0.320 0.320 <br />+D+0.750L 0.268 0.268 <br />+0.60D 0.067 0.067 <br />L Only 0.208 0.208 <br />24