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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:4 - 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 />0.96+1.111D+0.750L 1.200 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />0.96Length = 11.0 ft 1 0.354 0.123 1.60 1.200 1.001.00 1.00 2.45 589.0 1,663.1 0.77 288.01.00 35.61.00 <br />0.96+0.4516D 1.200 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />0.96Length = 11.0 ft 1 0.044 0.015 1.60 1.200 1.001.00 1.00 0.30 73.1 1,663.1 0.10 288.01.00 4.41.00 <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+L 1 0.1745 5.540 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 1.070 1.070 <br />Max Upward from Load Combinations 1.070 1.070 <br />Max Upward from Load Cases 0.825 0.825 <br />D Only 0.245 0.245 <br />+D+L 1.070 1.070 <br />+D+0.750L 0.864 0.864 <br />+0.60D 0.147 0.147 <br />L Only 0.825 0.825 <br />11