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Wood Beam <br />LIC# : KW-06019842, Build:20.24.09.03 Structural Engineering Consultants (c) ENERCALC, LLC 1982-202 <br />DESCRIPTION:Floor Beam: B5 (AT GRID-C) <br />Project File: Design Check_2 Story.ec <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 />1.00Length = 20.330 ft 1 0.401 0.182 1.25 1.001 1.041.00 1.00 20.73 1,511.9 3,774.4 3.65 362.51.00 65.91.00 <br />1.00+D+0.750Lr+0.750L 1.001 1.041.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 20.330 ft 1 0.528 0.241 1.25 1.001 1.041.00 1.00 27.31 1,991.7 3,774.4 4.83 362.51.00 87.21.00 <br />1.00+D+0.750L 1.001 1.041.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 20.330 ft 1 0.500 0.229 1.15 1.001 1.041.00 1.00 23.83 1,737.8 3,472.4 4.23 333.51.00 76.31.00 <br />1.00+D+0.60W 1.001 1.041.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 20.330 ft 1 0.271 0.129 1.60 1.001 1.041.00 1.00 17.96 1,310.0 4,831.2 3.31 464.01.00 59.71.00 <br />1.00+D+0.70E 1.001 1.041.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 20.330 ft 1 0.329 0.162 1.60 1.001 1.041.00 1.00 21.81 1,590.5 4,831.2 4.16 464.01.00 75.11.00 <br />1.00+D+0.750Lr+0.750L+0.450W 1.001 1.041.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 20.330 ft 1 0.433 0.201 1.60 1.001 1.041.00 1.00 28.68 2,092.0 4,831.2 5.18 464.01.00 93.41.00 <br />1.00+D+0.750L+0.450W 1.001 1.041.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 20.330 ft 1 0.381 0.178 1.60 1.001 1.041.00 1.00 25.22 1,839.5 4,831.2 4.57 464.01.00 82.51.00 <br />1.00+D+0.750L+0.5250E 1.001 1.041.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 20.330 ft 1 0.422 0.203 1.60 1.001 1.041.00 1.00 27.93 2,037.3 4,831.2 5.21 464.01.00 94.11.00 <br />1.00+0.60D+0.60W 1.001 1.041.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 20.330 ft 1 0.175 0.084 1.60 1.001 1.041.00 1.00 11.57 844.1 4,831.2 2.17 464.01.00 39.11.00 <br />1.00+0.60D+0.70E 1.001 1.041.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 20.330 ft 1 0.238 0.118 1.60 1.001 1.041.00 1.00 15.73 1,147.5 4,831.2 3.02 464.01.00 54.61.00 <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+0.750Lr+0.750L+0.450W 1 1.0095 10.165 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 5.643 5.195 <br />Max Upward from Load Combinations 5.643 5.195 <br />Max Upward from Load Cases 3.124 3.013 <br />D Only 3.124 3.013 <br />+D+L 5.157 5.046 <br />+D+Lr 3.989 3.708 <br />+D+0.750Lr+0.750L 5.298 5.059 <br />+D+0.750L 4.649 4.538 <br />+D+0.60W 3.585 3.194 <br />+D+0.70E 4.440 3.531 <br />+D+0.750Lr+0.750L+0.450W 5.643 5.195 <br />+D+0.750L+0.450W 4.994 4.674 <br />+D+0.750L+0.5250E 5.636 4.927 <br />+0.60D+0.60W 2.335 1.989 <br />+0.60D+0.70E 3.190 2.326 <br />Lr Only 0.865 0.695 <br />L Only 2.033 2.033 <br />W Only 0.767 0.303 <br />E Only 1.879 0.741 <br />Pa e 22 of 54