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Wood Beam <br />LIC# : KW-06011706, Build:20.24.07.24 George Kiledjian (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:M11 <br />Project Title: <br />Engineer: <br />Project 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 = 16.0 ft 1 0.585 0.119 1.60 1.100 1.001.00 1.00 5.70 926.5 1,584.0 0.90 288.01.00 34.21.00 <br />1.00+D+0.450W 1.100 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 16.0 ft 1 0.486 0.091 1.60 1.100 1.001.00 1.00 4.74 770.4 1,584.0 0.68 288.01.00 26.11.00 <br />1.00+0.60D+0.60W 1.100 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 16.0 ft 1 0.576 0.100 1.60 1.100 1.001.00 1.00 5.62 912.8 1,584.0 0.76 288.01.00 28.81.00 <br />1.00+0.60D 1.100 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 16.0 ft 1 0.059 0.017 1.60 1.100 1.001.00 1.00 0.58 93.6 1,584.0 0.13 288.01.00 4.81.00 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />W Only 1 0.4686 8.000 0.0000 0.000 <br />. <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 1.050 1.050 <br />Max Upward from Load Combinations 0.953 0.953 <br />Max Upward from Load Cases 1.050 1.050 <br />D Only 0.240 0.240 <br />+D+Lr 0.560 0.560 <br />+D+0.750Lr 0.480 0.480 <br />+D+0.60W 0.870 0.870 <br />+D+0.750Lr+0.450W 0.953 0.953 <br />+D+0.450W 0.713 0.713 <br />+0.60D+0.60W 0.774 0.774 <br />+0.60D 0.144 0.144 <br />Lr Only 0.320 0.320 <br />W Only 1.050 1.050 <br />HOLD- 420 W 17th <br />St3/7/2025