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Wood Beam <br />LIC# : KW-06015195, Build:20.24.02.03 TA Structural (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:Roof Beam (RB2) <br />Project File: 5603 Highland.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 0.3510 7.555 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 1.527 1.527 <br />Max Upward from Load Combinations 1.527 1.527 <br />Max Upward from Load Cases 0.927 0.927 <br />D Only 0.927 0.927 <br />+D+Lr 1.527 1.527 <br />+D+0.750Lr 1.377 1.377 <br />+0.60D 0.556 0.556 <br />Lr Only 0.600 0.600