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STRUCTURAL DESIGN ASSOCIATES Project Title: <br /> • <br /> Engineer: <br /> Project ID: SDA#8246 <br /> Project Descr: <br /> Printed: 5 OCT 2018, 9:37AM <br /> Wood ColumnFile=C:\NETWOR-11PROJEC-118000-8-1\8246-R-11824 6-1-318 2 4 6.ec6 <br /> Software copyright ENERCALC,INC.1983-2018,Build:10.18.9.24 <br /> Lic.#:KW-08011301 Licensee:Covington <br /> Description: STUD <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+0,70E+0.60H 1.600 0.324 0.1007 PASS 0.0 ft 0.0 PASS 10.0 ft <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+H 1.025 <br /> +D+L+H 1.995 <br /> +D+Lr+H 1.025 <br /> +D+S+H 1.265 <br /> +D+0.750Lr+0.750L+H 1.753 <br /> +D+0.750L+0.750S+H 1.933 <br /> +D+0.60W+H 1.025 <br /> +D+0.70E+H 1.025 <br /> +0+0.750Lr+0.750L+0.450W+H 1.753 <br /> +D+0.750L+0.750S+0.450W+H 1.933 <br /> +D+0.750L+0.750S+0.5250E+H 1.933 <br /> +0.60D+0.60W+0.60H 0.615 <br /> +0.600+0.70E+0.60H 0.615 <br /> D Only 1.025 <br /> Lr Only <br /> L Only 0.970 <br /> S Only 0.240 <br /> W Only <br /> E Only <br /> H Only <br /> Maximum Deflections for Load Combinations <br /> Load Combination Max.X-X Deflection Distance Max.Y-Y Deflection Distance <br /> +D+H 0.0000 in 0.000 ft 0.000 in 0.000 ft <br /> +D+L+H 0.0000 in 0.000 ft 0.000 in 0.000 ft <br /> +D+Lr+H 0.0000 in 0.000 ft 0.000 in 0.000 ft <br /> +D+S+H 0.0000 in 0.000 ft 0.000 in 0.000 ft <br /> +D+0.750Lr+0.750L+H 0.0000 in 0.000 ft 0.000 in 0.000 ft <br /> +D+0.750L+0.750S+H 0.0000 in 0.000 ft 0.000 in 0.000 ft <br /> +D+0.60W+H 0.0000 in 0.000 ft 0.000 in 0.000 ft <br /> +D+0.70E+H 0.0000 in 0.000 ft 0.000 in 0.000 ft <br /> +D+0.750Lr+0.750L+0.450W+H 0.0000 in 0.000 ft 0.000 in 0.000 ft <br /> +D+0.750L+0.750S+0.450W+H 0.0000 in 0.000 ft 0.000 in 0.000 ft <br /> +D+0.750L+0.7505+0.5250E+H 0.0000 in 0.000 ft 0.000 in 0.000 ft <br /> +0.60D+0.60W+0.60H 0.0000 in 0.000 ft 0.000 in 0.000 ft <br /> +0.60D+0.70E+0.60H 0.0000 in 0.000 ft 0.000 in 0.000 ft <br /> D Only 0.0000 in 0.000 ft 0.000 in 0.000 ft <br /> Lr Only 0.0000 in 0.000 ft 0.000 in 0.000 ft <br /> L Only 0.0000 in 0.000 ft 0.000 in 0.000 ft <br /> S Only 0.0000 in 0.000 ft 0.000 in 0.000 ft <br /> W Only 0.0000 in 0.000 ft 0.000 in 0.000 ft <br /> E Only 0.0000 in 0.000 ft 0.000 in 0.000 ft <br /> H Only 0.0000 in 0.000 ft 0.000 in 0.000 ft <br /> 1 1 a <br />