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Wood Beam <br />LIC# : KW-06011877, Build:20.25.07.09 Mike Santos (c) ENERCALC, LLC 1982-2025 <br />DESCRIPTION:3.5x11.875 PSL 2.0E <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 0.2385 6.925 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 1.980 1.980 <br />Max Upward from Load Combinations 1.980 1.980 <br />Max Upward from Load Cases 1.100 1.100 <br />D Only 0.880 0.880 <br />+D+Lr 1.980 1.980 <br />+D+0.750Lr 1.705 1.705 <br />+0.60D 0.528 0.528 <br />Lr Only 1.100 1.100