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Wood Beam <br />LIC# : KW-06011706, Build:20.24.03.01 George Kiledjian (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:M4 <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 = 22.0 ft 1 0.572 0.299 1.15 0.983 1.001.00 1.00 17.88 1,876.2 3,278.4 3.25 333.51.00 99.61.00 <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 0.194 0.104 1.60 0.983 1.001.00 1.00 8.41 883.2 4,561.3 1.58 464.01.00 48.21.00 <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 0.9932 10.920 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 3.881 3.531 <br />Max Upward from Load Combinations 3.881 3.531 <br />Max Upward from Load Cases 2.850 2.500 <br />D Only 2.850 2.500 <br />+D+L 3.785 3.435 <br />+D+Lr 3.290 2.940 <br />+D+0.750Lr+0.750L 3.881 3.531 <br />+D+0.750L 3.551 3.201 <br />+0.60D 1.710 1.500 <br />Lr Only 0.440 0.440 <br />L Only 0.935 0.935 <br />HOLD- 420 W 17th <br />St3/7/2025