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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: BM4 As CoL <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 1.414 1,414 0,163 <br /> +D+S 3.770 3.770 0.163 <br /> +D+0.750S 3.181 3.181 0,163 <br /> +D+0.60W 0.722 0.722 1.414 1.414 0,163 <br /> +D+0.450W 0.541 0.541 1.414 1.414 0.163 <br /> +D+0.750S+0.450W 0.541 0.541 3.181 3.181 0.163 <br /> +0.60D+0.60W 0.722 0.722 0.848 0.848 0.098 <br /> +0.60D 0.848 0.848 0.098 <br /> S Only 2.356 2.356 <br /> W Only 1.203 1.203 <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 0.148 in 6.644 ft <br /> +D+S 0.0000 in 0.000ft 0.394 in 6.544 ft <br /> +D+0.750S 0.0000 in 0.000ft 0.333 in 6.544 ft <br /> +D+0.60W 0.3095 in 6.544ft 0.148 in 6.544 ft <br /> +D+0.450W 0.23221n 6.544ft 0.148 in 6.544ft <br /> +D+0.750S+0.450W 0.2322in 6.544ft 0.333in 6.544ft <br /> +0.60D+0.60W 0.3095in 6.544ft 0.089in 6.544ft <br /> +0.60D 0.0000in 0.000ft 0.089in 6.544ft <br /> S Only 0.0000 in 0.000ft 0.247 in 6.544 ft <br /> W Only 0.5159 in 6.544ft 0.000 in 0.000ft <br /> Sketches <br /> +X <br /> u� <br /> 0 <br /> 5.5x10.5 <br /> I ' <br /> 5.50 in <br />