Laserfiche WebLink
Project Title: tg <br /> Engineer: <br /> Project Descr: <br /> Wood Column Project File:loo .ecs <br /> LIC#:KW-06014008,Build:20.24.05.02 Structural Design Associates W (c)ENERCALC INC 1983-2023 <br /> DESCRIPTION: POST AT FOLDING WALL <br /> Maximum Reactions Note:Only non-zero reactions are listed. <br /> X-X Axis Reaction k Y-Y Axis Reaction Axial Reaction My-End Moments k-ft Mx-End Moments <br /> Load Combination @ Base @ Top @ Base @ Top @ Base @ Base @ Top @ Base @ Top <br /> +0.60D 0,796 <br /> S Only 0.588 <br /> Maximum Deflections for Load Combinations <br /> Load Combination Max.X-X Deflection Distance Max.Y-Y Deflection Distance <br /> D Only 0.0000 in 0.000ft 0.000 in 0.000 <br /> +D+S 0.0000 in 0.000ft 0.000 in 0.000ft <br /> +D+0.750S 0.0000 in 0.000ft 0.000 in 0.000ft <br /> +0.60D 0.0000 in 0.000ft 0.000 in 0.000ft <br /> S Only 0.0000in 0.000ft 0.000 in 0.000ft <br /> Sketches <br /> I <br /> +x 1, l <br /> c 'Load 1 I <br /> 1 <br /> o i , <br /> V7 ' <br /> Ii <br /> i t <br /> 3.50 in <br /> I <br />