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Wood Beam <br />LIC# : KW-06011877, Build:20.24.04.09 Mike Santos (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:2 - 2x12 hip#2 <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 0.2043 6.547 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 1.170 1.170 <br />Max Upward from Load Combinations 1.170 1.170 <br />Max Upward from Load Cases 0.650 0.650 <br />D Only 0.520 0.520 <br />+D+Lr 1.170 1.170 <br />+D+0.750Lr 1.008 1.008 <br />+0.60D 0.312 0.312 <br />Lr Only 0.650 0.650 <br />2122 N Lewis St & #2 <br />101118132-338/13/2024