8102 EVERGREEN WAY EVERETT 4 CORNERS - BLDG A 2025-07-28

DOG,Inc. Project Title: FOUR CORNERS 97064th Ave M Engineer: Suite 300 Project ID: Seattle,WA98115 Project Descr:ALL BUILDINGS 206-523-0024 Printed:11 MAR 2021,10:36AM Wood Column File:FourComers.ec6 Software copynght ENERCALC,INC.1983-2020,Bw7d,12.20.8.24 DESCRIPTION: 2x4 Int.Stud at 12"o.c.-2.5k Capacity Load Combination Results XkxinurnAxial+Bendin,2 Stress Ratios Nbximum,Shear Ratios Load Combination C D C p Stress Ratio Status Location Stress Ratio Status Location +D+0.750Lr+0.750L+0.450W+H 1.600 0.372 0.6759 PASS 0.05201 ft 3.008650 PASS 7.750 ft +D+0.750Lr+0.750L-0.450W+H 1.600 0.372 0.6759 PASS 0.05201 ft 3.008650 PASS 7.750 ft +D+0.750L+0.750S+0.450W+H 1.600 0.372 0.6759 PASS 0.05201 ft D.008650 PASS 7.750 ft +D+0.750L+0.750S-0.450W+H 1.600 0.372 0.6759 PASS 0.05201 ft D.008650 PASS 7.750 ft +D+0.750L+0.750S+0.5250E+H 1.600 0.372 0.6759 PASS 0.0 ft 0.0 PASS 7.750 ft +0.60Di0.60W+0.60H 1.600 0.372 0.05316 PASS 3.901 ft 0.01153 PASS 7.750 ft +0.60DL0.60W+0.60H 1.600 0.372 0.05316 PASS 3.901 ft 0.01153 PASS 7.750 ft +0.60D10.70E+0.60H 1.600 0.372 D.001898 PASS 0.011 0.0 PASS 7.750 ft Maximum Reactions Note:Only non-zero reactions are listed. XXAaos Reaction k Y-YAxis Reaction Axial Reaction NIy-End Moments k-ft Ivlx-End Moments Load Combination @Base @Top @Base @Top @Base @Base @Top @Base @Top +D+H 0.009 +D+L+H 2.509 +D+Lr+H 0.009 +D+S+H 0.009 +D+0.750Lr+0.750L+H 1.884 +D+0.750L+0.750S+H 1.884 +D+0.60W+H 0.012 0.012 0.009 +D+0.70E+H 0.009 +D+0.750Lr+0.750L+0.45OWFH 0.009 0.009 1.884 +D+0.750L+0.750S+0.450W+H 0.009 0.009 1.884 +D+0.750L+0.750S+0.5250E+H 1.884 +0.60D+0.60W+0.60H 0.012 0.012 0.005 +0.60D+0.70E+0.60H 0.005 D Only 0.009 Lr only LOnly 2.500 S Only W Only 0.019 0.019 E Only H Only Maximum Deflections for Load Combinations Load Combination Maas XXDeflecbon Distance Max.Y-YDeflection Distance +D+H 0.0000 in 0.000 ft 0.0000 in 0.000 fl +D+L+H 0.0000 in 0.000 ft 0.0000 in 0.000 fl +D+Lr+H 0.0000 in 0.000 ft 0.0000 in 0.000 fl +D+S+H 0.0000 in 0.000 ft 0.0000 in 0.000 fl +D+0.750Lr+0.750L+H 0.0000 in 0.000 ft 0.0000 in 0.000 ft +D+0.750L+0.750S+H 0.0000 in 0.000 ft 0.0000 in 0.000 ft +D+0.60W+H 0.0000 in 0.000 ft 0.0328 in 3.901 it +D+0.70E+H 0.0000 in 0.000 ft 0.0000 in 0.000 it +D+0.750Lr+0.750L+0.45OWFH 0.0000 in 0.000 ft 0.0246 in 3.901 fl +D+0.750L+0.750S+0.450W+H 0.0000 in 0.000 it 0.0246 in 3.901 ft +D+0.750L+0.750S+0.5250E+H 0.0000 in 0.000 it 0.0000 in 0.000 It +0.60D+0.60W+0.60H 0.0000 in 0.000 ft 0.0328 in 3.901 It +0.60D+0.70E+0.60H 0.0000 in 0.000 it 0.0000 in 0.000 ft D Only 0.0000 in 0.000 ft 0.0000 in 0.000 it Lr Only 0.0000 in 0.000 it 0.0000 in 0.000 ft LOnly 0.0000 in 0.000 it 0.0000 in 0.000 ft S Only 0.0000 in 0.000 ft 0.0000 in 0.000 ft W Only 0.0000 in 0.000 ft 0.0547 in 3.901 It E Only 0.0000 in 0.000 it 0.0000 in 0.000 ft H Only 0.0000 in 0.000 ft 0.0000 in 0.000 it