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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:Floor Joists <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+L 1 0.2030 6.885 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 0.500 0.500 <br />Max Upward from Load Combinations 0.500 0.500 <br />Max Upward from Load Cases 0.364 0.364 <br />D Only 0.136 0.136 <br />+D+L 0.500 0.500 <br />+D+0.750L 0.409 0.409 <br />+0.60D 0.082 0.082 <br />L Only 0.364 0.364 <br />Pa e 20 of 54