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Wood Beam <br />LIC# : KW-06011706, Build:20.24.03.01 George Kiledjian (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:M3 <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 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 17.0 ft 1 0.230 0.059 1.60 1.000 1.001.00 1.00 3.25 321.8 1,400.0 0.68 272.01.00 16.21.00 <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 0.4333 8.562 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 1.766 1.766 <br />Max Upward from Load Combinations 1.766 1.766 <br />Max Upward from Load Cases 1.275 1.275 <br />D Only 1.275 1.275 <br />+D+L 1.700 1.700 <br />+D+Lr 1.505 1.505 <br />+D+0.750Lr+0.750L 1.766 1.766 <br />+D+0.750L 1.594 1.594 <br />+0.60D 0.765 0.765 <br />Lr Only 0.230 0.230 <br />L Only 0.425 0.425 <br />HOLD- 420 W 17th <br />St3/7/2025