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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:BEAM: B3 <br />Project File: Design Check.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+Lr 1 0.8099 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 2.997 2.997 <br />Max Upward from Load Combinations 2.997 2.997 <br />Max Upward from Load Cases 1.800 1.800 <br />D Only 1.197 1.197 <br />+D+Lr 2.997 2.997 <br />+D+0.750Lr 2.547 2.547 <br />+0.60D 0.718 0.718 <br />Lr Only 1.800 1.800 <br />Pa e 15 of 54