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Wood Beam <br />LIC# : KW-06017366, Build:20.24.03.04 B&J HBK, INC. (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:7.5T & 5T Support Reinforcing Member <br />Project File: 3009 Daimler Cath Lab.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 0.5043 11.000 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 0.971 0.954 <br />Max Upward from Load Combinations 0.971 0.954 <br />Max Upward from Load Cases 0.549 0.532 <br />D Only 0.549 0.532 <br />+D+Lr 0.971 0.954 <br />+D+0.750Lr 0.866 0.848 <br />+0.60D 0.329 0.319 <br />Lr Only 0.422 0.422 <br />3009 S Daimler St <br />11/18/2024