3410 OAKES AVE B 2019-08-07 - Laserfiche WebLink

Upstate Engineering Project Title: MCNEILL PO Box 952 Engineer: amg Project ID: 0748 Lynnwood,WA 98046 Project Descr: 2-STORY SFR (206)280-4715 F.(206)834-6261 SERVICES@UPST8.COM Printed:1AUG 2017,6:35AM File=C:\UserslAndy\ Wood Column DOCUME-11UPST8M-112017(o-110748J0--110748GR-1.EC6 ENERCALC,INC.1983-2017,Build:10.17.7.24,Ver:10.17.7.24 Lic.#:KW-06010196 Licensee: Upstate Engineering Description: Stud Check 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+0.750L+0.750S+0.450W+H 1.600 1.000 0.4057 PASS 9.312 ft 0.05186 PASS 0.0 ft +D+0.750L+0.7505+0.5250E+H 1.600 1.000 0.03584 PASS 0.0ft 0.0 PASS 18.50 ft +0.60D+0.60W+0.60H 1.600 1.000 0.5397 PASS 9.188ft 0.06914 PASS 0.0 ft +0.60D+0.70E+0.60H 1.600 1.000 0.02150 PASS 0.Oft 0.0 PASS 18.50 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 0.378 +D+L+H 0.378 +D+Lr+H 0.962 +D+S+H 0.378 +D+0.750Lr+0.750L+H 0.816 +D+0.750L+0.750S+H 0.378 +D+0.60W+H 0.091 0.091 0.378 +D+0.70E+H 0.378 +D+0.750Lr+0.750L+0.450W+1-1 0.068 0.068 0.816 +D+0.750L+0.750S+0.450W+H 0.068 0.068 0.378 +D+0.750L+0.750S+0.5250E+H 0.378 +0.60D+0.60W+O.60H 0.091 0.091 0.227 +0.60D+0.70E+0.60H 0.227 D Only 0.378 Lr Only 0.583 L Only S Only W Only 0.152 0.152 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 0.000 in 0.000 ft +D+L+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+Lr+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+S+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.750Lr+0.750L+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.750L+0.750S+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.60W+H 0.0000 in 0.000 ft 1.053 in 9.312 ft +D+0.70E+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.750Lr+0.750L+0.450W+H 0.0000 in 0.000 ft 0.790 in 9.312 ft +0+0.750L+0.750S+0.450W+H 0.0000 in 0.000 ft 0.790 in 9.312 ft +D+0.750L+0.750S+0.5250E+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +0.60D+0.60W+0.60H 0.0000 in 0.000 ft 1.053 in 9.312 ft +0.60D+0.70E+0.60H 0.0000 in 0.000 ft 0.000 in 0.000 ft D Only 0.0000 in 0.000 ft 0.000 in 0.000 ft Lr Only 0.0000 in 0.000 ft 0.000 in 0.000 ft L Only 0.0000 in 0.000 ft 0.000 in 0.000 ft S Only 0.0000 in 0.000 ft 0.000 in 0.000 ft W Only 0.0000 in 0.000 ft 1.755 in 9.312 ft E Only 0.0000 in 0.000 ft 0.000 in 0.000 ft H Only 0.0000 in 0.000 ft 0.000 in 0.000 ft l