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Wood Beam <br />LIC# : KW-06011706, Build:20.24.03.01 George Kiledjian (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:M1 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+Lr 1 0.3662 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 1.268 1.268 <br />Max Upward from Load Combinations 1.268 1.268 <br />Max Upward from Load Cases 0.758 0.758 <br />D Only 0.758 0.758 <br />+D+Lr 1.268 1.268 <br />+D+0.750Lr 1.140 1.140 <br />+0.60D 0.455 0.455 <br />Lr Only 0.510 0.510 <br />HOLD- 420 W 17th <br />St3/7/2025