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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:R.R. <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 0.2137 4.533 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 0.215 0.215 <br />Max Upward from Load Combinations 0.215 0.215 <br />Max Upward from Load Cases 0.120 0.120 <br />D Only 0.096 0.096 <br />+D+Lr 0.215 0.215 <br />+D+0.750Lr 0.186 0.186 <br />+0.60D 0.057 0.057 <br />Lr Only 0.120 0.120 <br />Pa e - 0 <br />2010 W Alco Ave Unit <br />#24/22/2025