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i\ Dibble Engineers,Inc. Project Title: <br /> 1029 Market Street Engineer: <br /> Kirkland,WA 98033 Project ID: <br /> (425)8284200 <br /> 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: COL 4.1 (BM4) <br /> Load Combination Results <br /> Maximum Axial+Bendina Stress Ratios Maximum Shear Ratios <br /> Load Combination C D CP Stress Ratio Status Location Stress Ratio Status Location <br /> +0.60D 1.600 0.260 0.03254 PASS 0.0ft 0.0 PASS 15.0ft <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 0.682 <br /> +D+Lr 1.432 <br /> +D+S 1.620 <br /> +D+0.750Lr 1.245 <br /> +D+0.750S 1.386 <br /> +D+0.60W 0.277 0.277 0.682 <br /> +D+0.750Lr+0.450W 0.208 0.208 1.245 <br /> +D+0.750S+0.450W 0.208 0.208 1.386 <br /> +0.60D+0.60W 0.277 0.277 0.409 <br /> +0.60D 0.409 <br /> Lr Only 0.750 <br /> S Only 0.938 <br /> W Only 0.461 0.461 <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 0.000 It <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 /> +D+0.60W 0.0000in 0.000ft 0.348in 7.550ft <br /> +D+0.750Lr+0.450W 0.0000in 0.000ft 0.261 in 7.550ft <br /> +D+0.750S+0.450W 0.0000in 0.000ft 0.261 in 7.550ft <br /> +0.60D+0.60W 0.0000in 0.000ft 0.348in 7.550ft <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 0.0000In 0.000ft 0.000 in 0.000ft <br /> W Only 0.0000in 0.000ft 0.580in 7.550ft <br />