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Wood Beam <br />LIC# : KW-06019842, Build:20.24.08.01 Structural Engineering Consultants (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:C.J. <br />Project File: Design 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 />0.95Length = 4.023 ft 1 0.452 0.108 1.25 1.300 1.151.00 1.00 0.45 719.9 1,591.4 0.05 225.01.00 24.31.00 <br />0.95Length = 3.977 ft 1 0.421 0.108 1.25 1.300 1.151.00 1.00 0.42 670.2 1,593.0 0.13 225.01.00 24.31.00 <br />0.99Length = 0.6936 ft 1 0.089 0.108 1.25 1.300 1.151.00 1.00 0.09 149.0 1,672.5 0.13 225.01.00 24.31.00 <br />0.99+D+0.750Lr 1.300 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />0.95Length = 3.977 ft 1 0.332 0.092 1.25 1.300 1.151.00 1.00 0.33 528.9 1,593.0 0.11 225.01.00 20.81.00 <br />0.95Length = 4.023 ft 1 0.386 0.092 1.25 1.300 1.151.00 1.00 0.39 614.0 1,591.4 0.05 225.01.00 20.81.00 <br />0.95Length = 3.977 ft 1 0.359 0.092 1.25 1.300 1.151.00 1.00 0.36 571.6 1,593.0 0.11 225.01.00 20.81.00 <br />0.99Length = 0.6936 ft 1 0.076 0.092 1.25 1.300 1.151.00 1.00 0.08 127.1 1,672.5 0.11 225.01.00 20.81.00 <br />0.99+0.60D 1.300 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />0.91Length = 3.977 ft 1 0.078 0.021 1.60 1.300 1.151.00 1.00 0.10 153.2 1,968.5 0.03 288.01.00 6.01.00 <br />0.91Length = 4.023 ft 1 0.091 0.021 1.60 1.300 1.151.00 1.00 0.11 177.9 1,964.8 0.01 288.01.00 6.01.00 <br />0.91Length = 3.977 ft 1 0.084 0.021 1.60 1.300 1.151.00 1.00 0.10 165.6 1,968.5 0.03 288.01.00 6.01.00 <br />0.99Length = 0.6936 ft 1 0.017 0.021 1.60 1.300 1.151.00 1.00 0.02 36.8 2,137.0 0.03 288.01.00 6.01.00 <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+Lr 1 0.3963 6.381 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 0.143 0.143 <br />Max Upward from Load Combinations 0.143 0.143 <br />Max Upward from Load Cases 0.084 0.084 <br />D Only 0.059 0.059 <br />+D+Lr 0.143 0.143 <br />+D+0.750Lr 0.122 0.122 <br />+0.60D 0.035 0.035 <br />Lr Only 0.084 0.084