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Wood Beam <br />LIC# : KW-06019842, Build:20.25.02.26 Structural Engineering Consultants (c) ENERCALC, LLC 1982-202 <br />DESCRIPTION:BEAM: B1 <br />Project File: Design Check.ec <br />Project Title: <br />Engineer: <br />Pro ect ID: <br />Project Descr: <br />LocationLoad CombinationMax. LocationLoad CombinationSpan Max. <br />Overall Maximum Deflections <br />"-" Defl in Span in Span"+" Defl <br />+D+Lr1 0.355 9.066 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 2.154 2.154 <br />Max Upward from Load Combinations 2.154 2.154 <br />Max Upward from Load Cases 1.260 1.260 <br />D Only 0.894 0.894 <br />+D+Lr 2.154 2.154 <br />+D+0.750Lr 1.839 1.839 <br />+0.60D 0.536 0.536 <br />Lr Only 1.260 1.260 <br />Pa e 11 of 54