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Wood Beam <br />LIC# : KW-06014654, Build:20.23.10.31 Elevated Design & Consulting (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:RB-2 <br />Project File: 2517 W Huckleberry Rd.ec6 <br />Project Title:2517 W Huckleberry Rd #2 <br />Engineer:CD <br />Project ID: <br />Project Descr:Detached ADU <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+L 1 0.7324 8.814 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 0.230 0.230 <br />Max Upward from Load Combinations 0.230 0.230 <br />Max Upward from Load Cases 0.116 0.116 <br />D Only 0.114 0.114 <br />+D+L 0.230 0.230 <br />+D+0.750L 0.201 0.201 <br />+0.60D 0.068 0.068 <br />L Only 0.116 0.116 <br />Page 12