Laserfiche WebLink
Wood Beam <br />LIC# : KW-06013476, Build:20.23.07.20 The Stane Corporation (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:HIP BEAM 5 <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 0.2939 5.871 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 0.550 1.070 <br />Max Upward from Load Combinations 0.550 1.070 <br />Max Upward from Load Cases 0.296 0.593 <br />D Only 0.254 0.477 <br />+D+Lr 0.550 1.070 <br />+D+0.750Lr 0.476 0.922 <br />+0.60D 0.152 0.286 <br />Lr Only 0.296 0.593 <br />1506 E Clemensen Ave & <br />#212/12/2024