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Wood Beam <br />LIC# : KW-06014251, Build:20.23.05.25 GET STRUCTURAL ENGINEERING AND CONSULTING (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:Purlin Check (No Units) <br />Project File: Member Check.ec6 <br />Project Title: <br />Engineer: <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+Lr 1 0.7952 11.038 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 2.524 2.542 <br />Max Upward from Load Combinations 2.524 2.542 <br />Max Upward from Load Cases 1.594 1.606 <br />D Only 0.930 0.936 <br />+D+Lr 2.524 2.542 <br />+D+0.750Lr 2.125 2.141 <br />+0.60D 0.558 0.562 <br />Lr Only 1.594 1.606 <br />8