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,Bw1d,12.20.8.24 DESCRIPTION: 2x6 ExL Stud at 12"o.c.-5.85k Capacity Load Combination Results XkximuunAxial+Bendin,2 Stress Ratios Ntximum 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 0.716 0.5476 PASS 0.05201 ft 0.04216 PASS 7.750 ft +D+0.750Lr+0.750L-0.450W+H 1.600 0.716 0.5476 PASS 0.05201 ft 0.04216 PASS 7.750 ft +D+0.750L+0.750S+0.450W+H 1.600 0.716 0.5476 PASS 0.05201 ft 0.04216 PASS 7.750 ft +D+0.750L+0.750S-0.450W+H 1.600 0.716 0.5476 PASS 0.05201 ft 0.04216 PASS 7.750 ft +D+0.750L+0.750S+0.5250E+H 1.600 0.716 0.5476 PASS 0.0 ft 0.0 PASS 7.750 ft +0.60D+0.60W+0.60H 1.600 0.716 0.1812 PASS 3.849 ft 0.05622 PASS 7.750 ft +0.60DL0.60W+0.60H 1.600 0.716 0.1812 PASS 3.849 ft 0.05622 PASS 7.750 ft +0.60D+0.70E+0.60H 1.600 0.716 D.001035 PASS 0.0 ft 0.0 PASS 7.750 ft Maximum Reactions Note:Only non-zero reactions are listed. XXAxis Reaction k Y-YAxis Reaction Axial Reaction My-End Moments k-ft Tvk-End Moments Load Combination @Base @Top @Base @Top @Base @Base @Top @Base @Top +D+H 0.014 +D+L+H 5.864 +D+Lr+H 0.014 +D+S+H 0.014 +D+0.750Lr+0.750L+H 4.401 +D+0.750L+0.750S+H 4.401 +D+0.60W+H 0.089 0.089 0.014 +D+0.70E+H 0.014 +D+0.750Lr+0.750L+0.45OWFH 0.067 0.067 4.401 +D+0.750L+0.750S+0.450W+H 0.067 0.067 4.401 +D+0.750L+0.750S+0.5250E+H 4.401 +0.60D+0.60W+0.60H 0.089 0.089 0.008 +0.60D+0.70E+0.60H 0.008 D Only 0.014 Lr only LOnly 5.850 S Only W Only 0.148 0.148 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 it +D+0.60W+H 0.0000 in 0.000 ft 0.0648 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 0.0486 in 3.901 fl +D+0.750L+0.750S+0.450W+H 0.0000 in 0.000 it 0.0486 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 0.0648 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 0.1079 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