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: RB3 <br /> Overall Maximum Deflections <br /> Load Combination Span Max."-"Defl Location in Span Load Combination Max."+"Defl Location in Span <br /> +D+S 1 0.0761 2.372 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 5.965 3.985 <br /> Max Upward from Load Combinations 5.965 3.985 <br /> Max Upward from Load Cases 3.120 2.080 <br /> D Only 2.845 1.905 <br /> +D+S 5.965 3.985 <br /> +D+0.750S 5.185 3.465 <br /> +0.60D 1.707 1.143 <br /> S Only 3.120 2.080 <br />