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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:11 - 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 0.179 0.099 1.60 1.100 1.001.00 1.00 1.69 275.0 1,540.0 0.71 272.01.00 27.01.00 <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 0.028 0.016 1.60 1.100 1.001.00 1.00 0.27 43.8 1,540.0 0.11 272.01.00 4.31.00 <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+L 1 0.0406 3.859 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 1.025 0.929 <br />Max Upward from Load Combinations 1.025 0.929 <br />Max Upward from Load Cases 0.714 0.649 <br />D Only 0.311 0.281 <br />+D+L 1.025 0.929 <br />+D+0.750L 0.846 0.767 <br />+0.60D 0.186 0.168 <br />L Only 0.714 0.649 <br />26