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Wood Beam <br />LIC# : KW-06011706, Build:20.24.07.24 George Kiledjian (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:M12 <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 />1.00+D+0.750Lr+0.450W 0.983 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 22.0 ft 1 0.174 0.081 1.60 0.983 1.001.00 1.00 11.32 791.8 4,561.3 1.84 464.01.00 37.51.00 <br />1.00+D+0.450W 0.983 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 22.0 ft 1 0.146 0.068 1.60 0.983 1.001.00 1.00 9.52 665.9 4,561.3 1.54 464.01.00 31.51.00 <br />1.00+0.60D+0.60W 0.983 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 22.0 ft 1 0.174 0.081 1.60 0.983 1.001.00 1.00 11.37 795.6 4,561.3 1.84 464.01.00 37.51.00 <br />1.00+0.60D 0.983 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 22.0 ft 1 0.017 0.008 1.60 0.983 1.001.00 1.00 1.09 76.2 4,561.3 0.18 464.01.00 3.61.00 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />W Only 1 0.5002 10.358 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 2.768 1.432 <br />Max Upward from Load Combinations 1.991 1.304 <br />Max Upward from Load Cases 2.768 1.432 <br />D Only 0.330 0.330 <br />+D+Lr 0.770 0.770 <br />+D+0.750Lr 0.660 0.660 <br />+D+0.60W 1.991 1.189 <br />+D+0.750Lr+0.450W 1.906 1.304 <br />+D+0.450W 1.576 0.974 <br />+0.60D+0.60W 1.859 1.057 <br />+0.60D 0.198 0.198 <br />Lr Only 0.440 0.440 <br />W Only 2.768 1.432 <br />HOLD- 420 W 17th <br />St3/7/2025