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Dibble Engineers, Inc. Project Title: <br /> 1029 Market Street,Suite 200 Engineer: <br /> Kirkland,WA 98033 Project ID: <br /> T:(425)828-4200 Project Descr: <br /> www.dibbleengineers.com <br /> Wood Column Project File:23-079 charter club.ec6 <br /> LIC#:KW-06014989,Build:20.23.08.30 DIBBLE ENGINEERS INC. (c)ENERCALC INC 1983-2023 <br /> DESCRIPTION: C01-2 (BM1) <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 4,800 <br /> +D+S 5.461 <br /> +D+0.750Lr 4.139 <br /> +D+0.750S 4.635 <br /> +0.60D 1.294 <br /> Lr Only 2.643 <br /> S Only 3.304 <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 0.0000 in 0.000ft 0.000 in 0.000ft <br /> S Only 0.0000in 0.000ft 0.000 in 0.000ft <br />