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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:(E) 4x16 Check 2 <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 0.9029 11.080 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 3.250 3.294 <br />Max Upward from Load Combinations 3.250 3.294 <br />Max Upward from Load Cases 1.760 1.760 <br />D Only 1.490 1.534 <br />+D+Lr 3.250 3.294 <br />+D+0.750Lr 2.810 2.854 <br />+0.60D 0.894 0.920 <br />Lr Only 1.760 1.760 <br />3009 S Daimler St <br />11/18/2024