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y Dibble Engineers,Inc. Project Title: <br /> 1029 Market Street Engineer: <br /> Kirkland,WA 98033 Project ID: <br /> ' y' (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: HDR3 As a 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 0.563 0.563 0.042 <br /> +D+S 1.500 1.500 0.042 <br /> +D+0.750S 1.266 1.266 0.042 <br /> +D+0.60W 0.292 0,292 0.563 0.563 0.042 <br /> +D+0.450W 0.219 0.219 0.563 0.563 0.042 <br /> +D+0.750S+0.450W 0.219 0.219 1.266 1.266 0.042 <br /> +0.60D+0.60W 0.292 0.292 0.338 0.338 0.025 <br /> +0.60D 0.338 0,338 0.025 <br /> S Only 0.938 0.938 <br /> W Only 0.486 0.486 <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 0.018 in 3.020ft <br /> +D+S 0.0000in 0.000ft 0.049 in 3.020ft <br /> +D+0.750S 0.0000in 0.000111 0.041 in 3.020ft <br /> +D+0.60W 0.0667in 3.020ft 0.018 in 3.020ft <br /> +D+0.450W 0.0500 in 3.020ft 0.018 in 3.020ft <br /> +D+0.750S+0.450W 0.0500in 3.020ft 0.041 in 3.020ft <br /> +0.60D+0.60W 0.0667in 3.020ft 0.011 in 3.020ft <br /> +0.60D 0.0000in 0.000ft 0.011 in 3.020f1 <br /> S Only 0.0000in 0.000ft 0.031 in 3.020ft <br /> W Only 0.1111 in 3.020ft 0.000 in 0.000ft <br /> Sketches <br /> c +X <br /> 0 <br /> N i , <br /> i <br /> i <br /> i <br /> 4x10 <br /> 01.1 <br /> 3.50 in <br /> 1 I 1 11 <br />