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Wood Beam <br />LIC# : KW-06013476, Build:20.23.07.20 The Stane Corporation (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:VALLEY BEAM 2 <br />Project File: 3 - CLEMENSEN 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 0.3192 5.543 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 1.010 0.751 <br />Max Upward from Load Combinations 1.010 0.751 <br />Max Upward from Load Cases 0.561 0.413 <br />D Only 0.449 0.338 <br />+D+Lr 1.010 0.751 <br />+D+0.750Lr 0.870 0.648 <br />+0.60D 0.269 0.203 <br />Lr Only 0.561 0.413 <br />1506 E Clemensen Ave & <br />#212/12/2024