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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:3 - 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 />1.00+1.111D+0.750L 1.500 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 3.330 ft 1 0.092 0.050 1.60 1.500 1.001.00 1.00 0.12 197.8 2,160.0 0.12 288.01.00 14.41.00 <br />1.00+0.4516D 1.500 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 3.330 ft 1 0.011 0.006 1.60 1.500 1.001.00 1.00 0.01 23.8 2,160.0 0.01 288.01.00 1.71.00 <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+L 1 0.0142 1.677 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 0.171 0.171 <br />Max Upward from Load Combinations 0.171 0.171 <br />Max Upward from Load Cases 0.133 0.133 <br />D Only 0.038 0.038 <br />+D+L 0.171 0.171 <br />+D+0.750L 0.137 0.137 <br />+0.60D 0.023 0.023 <br />L Only 0.133 0.133 <br />9