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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:1 - 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 />0.99Length = 5.0 ft 1 0.530 0.257 1.15 1.300 1.001.00 1.00 1.04 709.8 1,338.2 0.68 207.01.00 53.21.00 <br />0.99+0.60D 1.300 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />0.99Length = 5.0 ft 1 0.202 0.098 1.60 1.300 1.001.00 1.00 0.55 375.0 1,857.3 0.36 288.01.00 28.11.00 <br />0.99+1.148D 1.300 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />0.99Length = 5.0 ft 1 0.386 0.187 1.60 1.300 1.001.00 1.00 1.06 717.8 1,857.3 0.69 288.01.00 53.81.00 <br />0.99+1.111D+0.750L 1.300 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />0.99Length = 5.0 ft 1 0.420 0.203 1.60 1.300 1.001.00 1.00 1.15 779.4 1,857.3 0.75 288.01.00 58.41.00 <br />0.99+0.4516D 1.300 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />0.99Length = 5.0 ft 1 0.152 0.073 1.60 1.300 1.001.00 1.00 0.42 282.3 1,857.3 0.27 288.01.00 21.21.00 <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+Lr 1 0.0900 2.518 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 1.235 1.235 <br />Max Upward from Load Combinations 1.235 1.235 <br />Max Upward from Load Cases 0.735 0.735 <br />D Only 0.735 0.735 <br />+D+L 0.868 0.868 <br />+D+Lr 1.235 1.235 <br />+D+0.750Lr+0.750L 1.210 1.210 <br />+D+0.750L 0.835 0.835 <br />+0.60D 0.441 0.441 <br />Lr Only 0.500 0.500 <br />L Only 0.133 0.133 <br />5