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Wood Beam <br />LIC# : KW-06011877, Build:20.25.07.09 Mike Santos (c) ENERCALC, LLC 1982-2025 <br />DESCRIPTION:4x10 BEAM <br />Project File: 2121 lewis.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />LocationLoad CombinationMax.LocationLoad CombinationSpan Max. <br />Overall Maximum Deflections <br />"-" Defl in Span in Span"+" Defl <br />+D+Lr1 0.0101 2.770 0.0000 0.000 <br />. <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 0.495 0.495 <br />Max Upward from Load Combinations 0.495 0.495 <br />Max Upward from Load Cases 0.275 0.275 <br />D Only 0.220 0.220 <br />+D+Lr 0.495 0.495 <br />+D+0.750Lr 0.426 0.426 <br />+0.60D 0.132 0.132 <br />Lr Only 0.275 0.275