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Wood Beam <br />LIC# : KW-06019842, Build:20.24.08.01 Structural Engineering Consultants (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:HDR: 1H1 <br />Project File: Design Check_2 Story.ec6 <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+L 1 0.0265 3.188 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 1.246 1.246 <br />Max Upward from Load Combinations 1.246 1.246 <br />Max Upward from Load Cases 0.886 0.886 <br />D Only 0.359 0.359 <br />+D+L 1.246 1.246 <br />+D+0.750L 1.024 1.024 <br />+0.60D 0.216 0.216 <br />L Only 0.886 0.886 <br />Pa e 20 of 39