Laserfiche WebLink
Project Title: <br /> Engineer: <br /> Project ID: <br /> Project Descr: <br /> Wood Beam Project File:cms everett.ec6 <br /> LIC#:KW-06014122,Build:20.23.04.05 PCS STRUCTURAL SOLUTIONS (c)ENERCALC INC 1983-2023 <br /> DESCRIPTION: Roof Top Unit Platform <br /> Overall Maximum Deflections <br /> Load Combination Span Max."-"Defl Location in Span Load Combination Max."+"Defl Location in Span <br /> +D+S 1 0.1123 4.029 0.0000 0.000 <br /> Vertical Reactions Support notation:Far left is#1 Values in KIPS <br /> Load Combination Support 1 Support 2 <br /> Max Upward from all Load Conditions 0.339 0.339 <br /> Max Upward from Load Combinations 0.339 0.339 <br /> Max Upward from Load Cases 0.200 0.200 <br /> D Only 0.139 0.139 <br /> +D+S 0.339 0.339 <br /> +D+0.750S 0.289 0.289 <br /> +0.60D 0.084 0.084 <br /> S Only 0.200 0.200 <br />