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Wood Beam <br />LIC# : KW-06011877, Build:20.25.07.09 Mike Santos (c) ENERCALC, LLC 1982-2025 <br />DESCRIPTION:4x12 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 0.1072 5.792 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 1.035 1.035 <br />Max Upward from Load Combinations 1.035 1.035 <br />Max Upward from Load Cases 0.575 0.575 <br />D Only 0.460 0.460 <br />+D+Lr 1.035 1.035 <br />+D+0.750Lr 0.891 0.891 <br />+0.60D 0.276 0.276 <br />Lr Only 0.575 0.575