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Dibble Engineers, Inc. Project Title: <br /> 1029 Market Street Engineer: <br /> +. Kirkland,WA 98033 Project ID: <br /> I (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: COL 4 (BM4) <br /> Load Combination Results <br /> Maximum Axial+Bending Stress Ratios Maximum Shear Ratios <br /> Load Combination C D C P Stress Ratio Status Location Stress Ratio Status Location <br /> +0.60D 1.600 0.231 0.08302 PASS 0.0ft 0.0 PASS 16.0ft <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 1.545 <br /> +D+Lr 3.358 <br /> +D+S 3.811 <br /> +D+0.750Lr 2.905 <br /> +D+0.750S 3.244 <br /> +D+0.60W 0.590 0.590 1.545 <br /> +D+0.750Lr+0.450W 0.443 0.443 2.905 <br /> +D+0.750S+0.450W 0.443 0.443 3.244 <br /> +0.60D+0.60W 0.590 0.590 0.927 <br /> +0.60D 0.927 <br /> Lr Only 1.813 <br /> S Only 2.266 <br /> W Only 0.984 0.984 <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 /> +D+0.60W 0.0000in 0.000ft 0.902 in 8.054ft <br /> +D+0.750Lr+0.450W 0.0000in 0.000ft 0.676 in 8.054ft <br /> +D+0.750S+0.450W 0.0000in 0.000ft 0.676 in 8.054ft <br /> +0.60D+0.60W 0.0000in 0.000ft 0.902in 8.054ft <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 1.503in 8.054ft <br />