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Wood Beam <br />LIC# : KW-06019792, Build:20.24.04.09 EC + Associates Engineering (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:R.R-1 OPPOSITE DIRECTION <br />Project File: 25-422 1414 W EDINGER AVE.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 0.0021 2.266 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 0.143 0.143 <br />Max Upward from Load Combinations 0.143 0.143 <br />Max Upward from Load Cases 0.083 0.083 <br />D Only 0.083 0.083 <br />+D+Lr 0.143 0.143 <br />+D+0.750Lr 0.128 0.128 <br />+0.60D 0.050 0.050 <br />Lr Only 0.060 0.060