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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 /> DESCRIPTION: 2x6 Int.Stud at 12"o.c.-5.85k Capacity <br /> Load Combination Results <br /> XkxinurnAxial+Bendin,2 Stress Ratios Nbximum,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 0.5476 PASS 0.05201 ft 3.005504 PASS 7.750 ft <br /> +D+0.750Lr+0.750L-0.450W+H 1.600 0.716 0.5476 PASS 0.05201 ft 3.005504 PASS 7.750 ft <br /> +D+0.750L+0.750S+0.450W+H 1.600 0.716 0.5476 PASS 0.05201 ft 3.005504 PASS 7.750 ft <br /> +D+0.750L+0.750S-0.450W+H 1.600 0.716 0.5476 PASS 0.05201 ft 3.005504 PASS 7.750 ft <br /> +D+0.750L+0.750S+0.5250E+H 1.600 0.716 0.5476 PASS 0.0 ft 0.0 PASS 7.750 ft <br /> +0.60D+0.60W+0.60H 1.600 0.716 0.02365 PASS 3.901 ft 3.007339 PASS 0.0 ft <br /> +0.60DL0.60W+0.60H 1.600 0.716 0.02365 PASS 3.901 ft 3.007339 PASS 0.0 ft <br /> +0.60D+0.70E+0.60H 1.600 0.716 D.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-YAxis Reaction Axial Reaction My-End Moments k-ft Tvk-End Moments <br /> Load Combination @Base @Top @Base @Top @Base @Base @Top @Base @Top <br /> +D+H 0.014 <br /> +D+L+H 5.864 <br /> +D+Lr+H 0.014 <br /> +D+S+H 0.014 <br /> +D+0.750Lr+0.750L+H 4.401 <br /> +D+0.750L+0.750S+H 4.401 <br /> +D+0.60W+H 0.012 0.012 0.014 <br /> +D+0.70E+H 0.014 <br /> +D+0.750Lr+0.750L+0.45OWFH 0.009 0.009 4.401 <br /> +D+0.750L+0.750S+0.450W+H 0.009 0.009 4.401 <br /> +D+0.750L+0.750S+0.5250E+H 4.401 <br /> +0.60D+0.60W+0.60H 0.012 0.012 0.008 <br /> +0.60D+0.70E+0.60H 0.008 <br /> D Only 0.014 <br /> Lr only <br /> LOnly 5.850 <br /> S Only <br /> W Only 0.019 0.019 <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+Lr+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 0.0085 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 0.0063 in 3.901 fl <br /> +D+0.750L+0.750S+0.450W+H 0.0000 in 0.000 it 0.0063 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 0.0085 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 /> Lr 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 0.0141 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 />