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Wood Beam <br />LIC# : KW-06015195, Build:20.24.02.03 TA Structural (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:Header (HDR1) <br />Project File: 2517 Cotter - Gravity Design.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 0.0302 2.518 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 0.949 0.949 <br />Max Upward from Load Combinations 0.949 0.949 <br />Max Upward from Load Cases 0.524 0.524 <br />D Only 0.524 0.524 <br />+D+Lr 0.949 0.949 <br />+D+0.750Lr 0.842 0.842 <br />+0.60D 0.314 0.314 <br />Lr Only 0.425 0.425 <br />2515 & 2517 N <br />Cotter St5/1/2025