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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:BEAM 1 <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 0.2427 5.706 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 0.732 0.733 <br />Max Upward from Load Combinations 0.732 0.733 <br />Max Upward from Load Cases 0.382 0.383 <br />D Only 0.349 0.350 <br />+D+Lr 0.732 0.733 <br />+D+0.750Lr 0.636 0.637 <br />+0.60D 0.210 0.210 <br />Lr Only 0.382 0.383 <br />1506 E Clemensen Ave & <br />#212/12/2024