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Wood Beam <br />LIC# : KW-06016542, Build:20.24.06.04 (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:F.J.-1 <br />Project File: 2002 Parton ST.ec6 <br />Project Title:2002 Parton St <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+L 1 0.0734 3.777 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 0.293 0.293 <br />Max Upward from Load Combinations 0.293 0.293 <br />Max Upward from Load Cases 0.200 0.200 <br />D Only 0.094 0.094 <br />+D+L 0.293 0.293 <br />+D+0.750L 0.243 0.243 <br />+0.60D 0.056 0.056 <br />L Only 0.200 0.200