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Dibble Engineers, Inc. Project Title: <br /> ( 1029 Market Street Engineer: <br /> ' Kirkland,WA 98033 Project ID: <br /> (425)828-4200 Project Descr: <br /> DEI <br /> Wood Column Project File:23-079 Charter Club.ec6 <br /> LIC#:KW-06014989,Build:20.23.2.14 DIBBLE ENGINEERS INC. (c)ENERCALC INC 1983-2022 <br /> DESCRIPTION: COU <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+Lr 6.266 <br /> +D+S 7.126 <br /> +D+0.750Lr 5.409 <br /> +D+0.750S 6.054 <br /> +0.60D 1.702 <br /> Lr Only 3.430 <br /> S Only 4.290 <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+Lr 0.0000in 0.000ft 0.000 in 0.000ft <br /> +D+S 0.0000in 0.000ft 0.000 in 0.000ft <br /> +D+0.750Lr 0.0000in 0.000ft 0.000 in 0.000ft <br /> +D+0.750S 0.0000in 0.000ft 0.000 in 0.000ft <br /> +0.60D 0.0000in 0.000ft 0.000 in 0.000ft <br /> Lr Only 0.0000in 0.000ft 0.000 in 0.000ft <br /> S Only 0.0000 in 0.000ft 0.000 in 0.000ft <br /> Sketches <br /> t04- <br /> +X <br /> s� Load 1 <br /> o ' <br /> 66 <br /> 5.50 in <br /> i, I I <br />