Laserfiche WebLink
Dibble Engineers, Inc. Project Title: <br /> 1029 Market Street Engineer: 11 of 12 <br /> Kirkland,WA 98033 Project ID: <br /> (425)828-4200 Project Descr: <br /> DEI <br /> Wood Column Project File:Bluffs at evergreen.ec6 <br /> LIC#:KW-06014989,Build:20.22.4.16 DIBBLE ENGINEERS INC. (c)ENERCALC INC 1983-2022 <br /> DESCRIPTION: rail end <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 /> D Only 1.518 <br /> +D+L 4.518 <br /> +D+S 2.268 <br /> +D+0.750L 3.768 <br /> +D+0.750L+0.750S 4.331 <br /> +0.60D 0.911 <br /> +D+0.70E 0.118 0.092 1.518 <br /> +D+0.750L+0.750S+0.5250E 0.089 0.069 4.331 <br /> +0.60D+0.70E 0.118 0.092 0.911 <br /> L Only 3.000 <br /> S Only 0.750 <br /> E Only 0.169 0.131 <br /> Maximum Deflections for Load Combinations <br /> Load Combination Max.X-X Deflection Distance Max.Y-Y Deflection Distance <br /> D Only 0.0000in 0.000ft 0.000 in 0.000ft <br /> +D+L 0.0000 in 0.000ft 0.000 in 0.000ft <br /> +D+S 0.0000 in 0.000ft 0.000 in 0.000ft <br /> +D+0.750L 0.0000 in 0.000ft 0.000 in 0.000ft <br /> +D+0.750L+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 /> +D+0.70E 0.2785 in 3.866ft 0.000 in 0.000ft <br /> +D+0.750L+0.750S+0.5250E 0.2089 in 3.866ft 0.000 in 0.000ft <br /> +0.60D+0.70E 0.2785 in 3.866ft 0.000 in 0.000ft <br /> L Only 0.0000 in 0.000ft 0.000 in 0.000ft <br /> S Only 0.0000 in 0.000ft 0.000 in 0.000ft <br /> E Only 0.3979 in 3.866ft 0.000 in 0.000ft <br /> Sketches <br /> 5]5Ct 5?STa <br /> +X <br /> 0 <br /> M <br /> l <br /> k <br /> T it <br /> � 4 <br /> 0 x. <br /> I <br /> 3.50 in <br /> I' <br />