Laserfiche WebLink
Wood Beam <br />LIC# : KW-06019842, Build:20.23.08.30 Structural Engineering Consultants (c) ENERCALC INC 1983-202 <br />DESCRIPTION:HDR: H1 <br />Project File: Design Check.ec <br />Project Title: <br />Engineer: <br />Pro ect 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 0.0308 2.226 0.0000 0.000 <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 2.678 0.818 <br />Max Upward from Load Combinations 2.678 0.818 <br />Max Upward from Load Cases 1.378 0.418 <br />D Only 1.378 0.418 <br />+D+Lr 2.678 0.818 <br />+D+0.750Lr 2.353 0.718 <br />+0.60D 0.827 0.251 <br />Lr Only 1.300 0.400 <br />Pa e - 1 <br />2010 W Alco Ave Unit <br />#24/22/2025