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Wood Beam <br />LIC# : KW-06011706, Build:20.24.03.01 George Kiledjian (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:M5 <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+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 0.092 0.043 1.60 0.983 1.001.00 1.00 3.99 419.1 4,561.3 0.65 464.01.00 20.01.00 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+0.750Lr+0.750L 1 0.5909 11.080 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 2.159 2.159 <br />Max Upward from Load Combinations 2.159 2.159 <br />Max Upward from Load Cases 1.210 1.210 <br />D Only 1.210 1.210 <br />+D+L 2.035 2.035 <br />+D+Lr 1.650 1.650 <br />+D+0.750Lr+0.750L 2.159 2.159 <br />+D+0.750L 1.829 1.829 <br />+0.60D 0.726 0.726 <br />Lr Only 0.440 0.440 <br />L Only 0.825 0.825 <br />HOLD- 420 W 17th <br />St3/7/2025