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Wood Beam <br />LIC# : KW-06016350, Build:20.24.07.08 RGSE INC.(c) ENERCALC INC 1983-2023 <br />DESCRIPTION:(E) 4x14 w/ (N) LVL 3.5x11.875 & (E) 2-2x10 (at AH-3A, grid line A.4&5-6) <br />Project File: 24324 Enercalc.ec6 <br />Project Title: <br />Engineer: <br />Project 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 0.8403 11.080 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 1.613 1.613 <br />Max Upward from Load Combinations 1.613 1.613 <br />Max Upward from Load Cases 0.880 0.880 <br />D Only 0.733 0.733 <br />+D+Lr 1.613 1.613 <br />+D+0.750Lr 1.393 1.393 <br />+0.60D 0.440 0.440 <br />Lr Only 0.880 0.880 <br />12/05/24 JOB# 24399 Page 51 of 51 <br />1851 E Deere <br />Ave-Purlins4/8/2025