8102 EVERGREEN WAY EVERETT 4 CORNERS - BLDG E 2025-08-06

DCG,Inc. Project Title: FOUI I UUItNERS 9706 4th Ave NE Engineer: Suite 300 Project ID: Seattle,WA 98115 Project Descr:ALL BUILDINGS 206-523-0024 Printed:11 MAR 2021,10•36AM Wood Column File:Four Comers.ec6 Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.24 L'ic:#: <W.06012482`'' Davido Consulting Group DESCRIPTION: 2x6 Int.Stud at 12"o.c.-5.85k Capacity Load Combination Results Maximum Axial+Bending Stress Ratios Maximum 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 0.005504 PASS 7.750 ft +D+0.750Lr+0.750L-0.450W+H 1.600 0.716 0.5476 PASS 0.05201 ft 0.005504 PASS 7.750 ft +D+0.750L+0.750S+0.450W+H 1.600 0.716 0.5476 PASS 0.05201 ft 3.005504 PASS 7.750 ft +D+0.750L+0.750S-0.450W+H 1.600 0.716 0.5476 PASS 0.05201 ft 3.005504 PASS 7.750 ft +D+0.750L+0.7505+0.5250E+H 1.600 0.716 0.5476 PASS 0.0ft 0.0 PASS 7.750 ft +0.60D+0.60W+0.60H 1.600 0.716 0.02365 PASS 3.901 ft 3.007339 PASS 0.0 ft +0.60D-0.60W+0.60H 1.600 0.716 0.02365 PASS 3.901 ft 3.007339 PASS 0.0 ft +0.60D+0.70E+0.60H 1.600 0.716 0.001035 PASS 0.0ft 0.0 PASS 7.750 ft Maximum Reactions Note:Only non-zero reactions are listed. X-X Axis Reaction k Y-Y Axis Reaction Axial Reaction My-End Moments k-ft Mx-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 0.012 0.012 0.014 +D+0.70E+H 0.014 +D+0.750Lr+0.750L+0.450W+H 0.009 0.009 4.401 +D+0.750L+0.750S+0.450W+H 0.009 0.009 4.401 +D+0.750L+0.750S+0.5250E+H 4.401 +0.60D+0.60W+0.60H 0.012 0.012 0.008 +0.60D+0.70E+O.60H 0.008 D Only 0.014 Lr Only L Only 5.850 S Only W Only 0.019 0.019 E Only H Only Maximum Deflections for Load Combinations Load Combination Max.X-X Deflection Distance Max.Y-Y Deflection Distance +D+H 0.0000 in 0.000 ft 0.0000 in 0.000 ft +D+L+H 0.0000 in 0.000 ft 0.0000 in 0.000 ft +D+Lr+H 0.0000 in 0.000 ft 0.0000 in 0.000 ft +D+S+H 0.0000 in 0.000 ft 0.0000 in 0.000 ft +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 0.0085 in 3.901 ft +D+0.70E+H 0.0000 in 0.000 ft 0.0000 in 0.000 ft +D+0.750Lr+0.750L+0.450W+H 0.0000 in 0.000 ft 0.0063 in 3.901 ft +D+0.750L+0.750S+0.450W+H 0.0000 in 0.000 ft 0.0063 in 3.901 ft +D+0.750L+O.750S+0.5250E+H 0.0000 in 0.000 ft 0.0000 in 0.000 ft +0.60D+0.60W+0.60H 0.0000 in 0.000 ft 0.0085 in 3.901 ft +0.60D+0.70E+0.60H 0.0000 in 0.000 ft 0.0000 in 0.000 ft D Only 0.0000 in 0.000 ft 0.0000 in 0.000 ft Lr Only 0.0000 in 0.000 ft 0.0000 in 0.000 ft L Only 0.0000 in 0.000 ft 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 0.0141 in 3.901 ft E Only 0.0000 in 0.000 ft 0.0000 in 0.000 ft H Only 0.0000 in 0.000 ft 0.0000 in 0.000 ft