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Wood Beam <br />LIC# : KW-06019842, Build:20.23.08.30 Structural Engineering Consultants (c) ENERCALC INC 1983-202 <br />DESCRIPTION:BEAM: B1 <br />Project File: Design Check.ec <br />Project Title: <br />Engineer: <br />Pro ect 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 0.8036 8.058 0.0000 0.000 <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 3.002 3.002 <br />Max Upward from Load Combinations 3.002 3.002 <br />Max Upward from Load Cases 1.562 1.562 <br />D Only 1.562 1.562 <br />+D+Lr 3.002 3.002 <br />+D+0.750Lr 2.642 2.642 <br />+0.60D 0.937 0.937 <br />Lr Only 1.440 1.440 <br />Pa e - 0 <br />2010 W Alco Ave Unit <br />#24/22/2025