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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:9 - HDR. <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 />0.98+1.111D 1.300 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />0.98Length = 7.0 ft 1 0.239 0.110 1.60 1.300 1.001.00 1.00 1.13 440.9 1,841.6 0.54 288.01.00 31.71.00 <br />0.98+0.4516D 1.300 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />0.98Length = 7.0 ft 1 0.097 0.045 1.60 1.300 1.001.00 1.00 0.46 179.2 1,841.6 0.22 288.01.00 12.91.00 <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+Lr 1 0.1158 3.526 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 1.326 1.326 <br />Max Upward from Load Combinations 1.326 1.326 <br />Max Upward from Load Cases 0.747 0.747 <br />D Only 0.579 0.579 <br />+D+Lr 1.326 1.326 <br />+D+0.750Lr 1.139 1.139 <br />+0.60D 0.348 0.348 <br />Lr Only 0.747 0.747 <br />22