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Wood Beam <br />LIC# : KW-06020275, Build:20.23.11.13 KTW engineering (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:(E)CJ <br />Project File: 1621 W 10th St_Calcs.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 0.5764 9.670 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 0.285 0.285 <br />Max Upward from Load Combinations 0.285 0.285 <br />Max Upward from Load Cases 0.157 0.157 <br />D Only 0.157 0.157 <br />+D+Lr 0.285 0.285 <br />+D+0.750Lr 0.253 0.253 <br />+0.60D 0.094 0.094 <br />Lr Only 0.128 0.128 <br />1621 W 10th St, Santa Ana, CA 92703 <br />04/16/24 <br />6 of 8 <br />1621 W Tenth St & <br />#29/30/2024