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Wood Beam <br />LIC# : KW-06018337, Build:20.22.12.28 AQX Engineering, Inc.(c) ENERCALC INC 1983-2022 <br />DESCRIPTION:BM-1 <br />Project File: beams.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 0.6008 9.066 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 4.446 4.446 <br />Max Upward from Load Combinations 4.446 4.446 <br />Max Upward from Load Cases 2.340 2.340 <br />D Only 2.106 2.106 <br />+D+Lr 4.446 4.446 <br />+D+0.750Lr 3.861 3.861 <br />+0.60D 1.264 1.264 <br />Lr Only 2.340 2.340 <br />12 410 E Virginia Ave <br />12/16/2024