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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:8 - 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 1.500 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 3.0 ft 1 0.151 0.089 1.60 1.500 1.001.00 1.00 0.19 325.8 2,160.0 0.21 288.01.00 25.71.00 <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 = 3.0 ft 1 0.061 0.036 1.60 1.500 1.001.00 1.00 0.08 132.4 2,160.0 0.09 288.01.00 10.41.00 <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+Lr 1 0.0328 1.511 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 0.538 0.538 <br />Max Upward from Load Combinations 0.538 0.538 <br />Max Upward from Load Cases 0.305 0.305 <br />D Only 0.233 0.233 <br />+D+Lr 0.538 0.538 <br />+D+0.750Lr 0.461 0.461 <br />+0.60D 0.140 0.140 <br />Lr Only 0.305 0.305 <br />20