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Wood Beam <br />LIC# : KW-06019842, Build:20.24.09.03 Structural Engineering Consultants (c) ENERCALC, LLC 1982-202 <br />DESCRIPTION:1st Floor HDR: H4 (AT GRID-D) <br />Project File: Design Check_2 Story.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 0.4774 8.225 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 0.727 0.727 <br />Max Upward from Load Combinations 0.727 0.727 <br />Max Upward from Load Cases 0.564 0.564 <br />D Only 0.564 0.564 <br />+D+Lr 0.727 0.727 <br />+D+0.750Lr 0.686 0.686 <br />+0.60D 0.338 0.338 <br />Lr Only 0.163 0.163 <br />Pa e 30 of 54