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DOG,Inc. Project Title: FOUR CORNERS <br /> 97064th Ave M Engineer: <br /> Suite 300 Project ID: <br /> Seattle,WA98115 Project Descr:ALL BUILDINGS <br /> 206-523-0024 <br /> Printed:11 MAR 2021,10:36AM <br /> Wood Column File:FourComers.ec6 <br /> Software copynght ENERCALC,INC.1983-2020,Bw1d:12.20.8.24 <br /> KW-06012482 Davido Consulting Group <br /> DESCRIPTION: (2)2x6 EA Stud at 12"ox.-11.75k Capacity <br /> Load Combination Results <br /> XkximuunAxial+Bendin,2 Stress Ratios Ntximum Shear Ratios <br /> Load Combination C D C p Stress Ratio Status Location Stress Ratio Status Location <br /> +D+0.750Lr+0.750L+0.450W+H 1.600 0.716 0.550 PASS 0.05201 ft 0.02108 PASS 7.750 ft <br /> +D+0.750Lr+0.750L-0.450W+H 1.600 0.716 0.550 PASS 0.05201 ft 0.02108 PASS 7.750 ft <br /> +D+0.750L+0.750S+0.450W+H 1.600 0.716 0.550 PASS 0.05201 ft 0.02108 PASS 7.750 ft <br /> +D+0.750L+0.750S-0.450W+H 1.600 0.716 0.550 PASS 0.05201 ft 0.02108 PASS 7.750 ft <br /> +D+0.750L+0.750S+0.5250E+H 1.600 0.716 0.550 PASS 0.0 ft 0.0 PASS 7.750 ft <br /> +0.60D+0.60W+0.60H 1.600 0.716 0.09059 PASS 3.901 ft 0.02811 PASS 7.750 ft <br /> +0.60DL0.60W+0.60H 1.600 0.716 0.09059 PASS 3.901 ft 0.02811 PASS 7.750 ft <br /> +0.60D+0.70E+0.60H 1.600 0.716 3.001035 PASS 0.011 0.0 PASS 7.750 ft <br /> Maximum Reactions Note:Only non-zero reactions are listed. <br /> XXAxis Reaction k Y-YA-us Reaction Axial Reaction My-End Moments k-ft Ivlx-End Moments <br /> Load Combination @Base @Top @Base @Top @Base @Base @Top @Base @Top <br /> +D+H 0.028 <br /> +D+L+H 11.778 <br /> +D+Ir+H 0.028 <br /> +D+S+H 0.028 <br /> +D+0.750Lr+0.750L+H 8.840 <br /> +D+0.750L+0.750S+H 8.840 <br /> +D+0.60W+H 0.089 0.089 0.028 <br /> +D+0.70E+H 0.028 <br /> +D+0.750Lr+0.750L+0.45OWFH 0.067 0.067 8.840 <br /> +D+0.750L+0.750S+0.450W+H 0.067 0.067 8.840 <br /> +D+0.750L+0.750S+0.5250E+H 8.840 <br /> +0.60D+0.60W+0.60H 0.089 0.089 0.017 <br /> +0.60D+0.70E+0.60H 0.017 <br /> D Only 0.028 <br /> Ir only <br /> LOnly 11.750 <br /> S Only <br /> W Only 0.148 0.148 <br /> E Only <br /> H Only <br /> Maximum Deflections for Load Combinations <br /> Load Combination Maas XXDeflecbon Distance Max.Y-YDeflection Distance <br /> +D+H 0.0000 in 0.000 ft 0.0000 in 0.000 fl <br /> +D+L+H 0.0000 in 0.000 ft 0.0000 in 0.000 fl <br /> +D+Ir+H 0.0000 in 0.000 ft 0.0000 in 0.000 fl <br /> +D+S+H 0.0000 in 0.000 ft 0.0000 in 0.000 fl <br /> +D+0.750Lr+0.750L+H 0.0000 in 0.000 ft 0.0000 in 0.000 ft <br /> +D+0.750L+0.750S+H 0.0000 in 0.000 ft 0.0000 in 0.000 ft <br /> +D+0.60W+H 0.0000 in 0.000 ft 0.0324 in 3.901 it <br /> +D+0.70E+H 0.0000 in 0.000 ft 0.0000 in 0.000 it <br /> +D+0.750Lr+0.750L+0.45OWFH 0.0000 in 0.000 ft 0.0243 in 3.901 fl <br /> +D+0.750L+0.750S+0.450W+H 0.0000 in 0.000 it 0.0243 in 3.901 ft <br /> +D+0.750L+0.750S+0.5250E+H 0.0000 in 0.000 it 0.0000 in 0.000 It <br /> +0.60D+0.60W+0.60H 0.0000 in 0.000 ft 0.0324 in 3.901 It <br /> +0.60D+0.70E+0.60H 0.0000 in 0.000 it 0.0000 in 0.000 ft <br /> D Only 0.0000 in 0.000 ft 0.0000 in 0.000 it <br /> Ir Only 0.0000 in 0.000 it 0.0000 in 0.000 ft <br /> LOnly 0.0000 in 0.000 it 0.0000 in 0.000 ft <br /> S Only 0.0000 in 0.000 ft 0.0000 in 0.000 ft <br /> W Only 0.0000 in 0.000 ft 0.0540 in 3.901 It <br /> E Only 0.0000 in 0.000 it 0.0000 in 0.000 ft <br /> H Only 0.0000 in 0.000 ft 0.0000 in 0.000 it <br />