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Wood Beam <br />LIC# : KW-06011877, Build:20.24.04.09 Mike Santos (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:3.5 x 11.875 (Beam#4) <br />Project File: lewis_011877.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 0.0883 5.036 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 2.790 1.620 <br />Max Upward from Load Combinations 2.790 1.620 <br />Max Upward from Load Cases 1.550 0.900 <br />D Only 1.240 0.720 <br />+D+Lr 2.790 1.620 <br />+D+0.750Lr 2.403 1.395 <br />+0.60D 0.744 0.432 <br />Lr Only 1.550 0.900 <br />2122 N Lewis St & #2 <br />101118132-338/13/2024