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Wood Beam <br />LIC# : KW-06018155, Build:20.23.08.30 PLATTINUM ENGINEERING (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:03-RR <br />Project File: Victoria Calcs.ec6 <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 0.5674 7.051 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 0.341 0.341 <br />Max Upward from Load Combinations 0.341 0.341 <br />Max Upward from Load Cases 0.189 0.189 <br />D Only 0.152 0.152 <br />+D+Lr 0.341 0.341 <br />+D+0.750Lr 0.294 0.294 <br />+0.60D 0.091 0.091 <br />Lr Only 0.189 0.189 <br />20 of 35 <br />2039 N Victoria Dr <br />8/26/2024