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 Panted: 1 AUG 2017 6:35AM Wood Column File=C:\Users\Andy\DOCUME-11UPST8M-112017(0-110748J0-110748GR-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 Code References Calculations per NDS 2015, IBC 2015, CBC 2016,ASCE 7-10 Load Combinations Used :ASCE 7-10 General Information Analysis Method: Allowable Stress Design Wood Section Name 2x6 End Fixities Top&Bottom Pinned Wood Grading/Manuf. Graded Lumber Overall Column Height 18.50 ft Wood Member Type Sawn slender calculations) Exact Width 1.50 in Allow Stress Modification Factors Wood Species Hem Fir Exact Depth Wood Grade Stud p 5.50 in Cf or Cv for Bending 1.0 Area 8.250 inA2 Cf or Cv for Compression 1.0 Fb+ 675 psi Fv 150 psi lx 20.797 inA4 Cf or Cv for Tension 1.0 Fb- 675 psi Ft 400 psi ly 1.547 inA4 Cm:Wet Use Factor 1.0 Fc-PrIl 800 psi Density 26.83 pcf Ct:Temperature Factor 1.0 Fc-Perp 405 psi Cfu:Flat Use Factor 1.0 E:Modulus of Elasticity... x-x Bending y-y Bending Axial Kf:Built-up columns 1.0 Basic 1200 1200 1200 ksi Use Cr:Repetitive? Yes Minimum 440 440 Brace condition for deflection(buckling)along columns: X-X(width)axis: Fully braced against buckling along X-X Axis Y-Y(depth)axis: Fully braced against buckling along Y-Y Axis Applied Loads Service loads entered.Load Factors will be applied for calculations. Column self weight included:28.437 lbs*Dead Load Factor AXIAL LOADS... ROOF LOAD:Axial Load at 18.50 ft,D=0.350,Lr=0.5833 k , BENDING LOADS... WIND LOAD:Lat.Uniform Load creating Mx-x,W=0.01644 klft DESIGN SUMMARY Bending&Shear Check Results PASS Max.Axial+Bending Stress Ratio = 0.5405:1 Maximum SERVICE Lateral Load Reactions.. Load Combination +D+0.60W+H Top along Y-Y 0.1521 k Bottom along Y-Y 0.1521 k Goveming NDS Forumla Comp+Mxx, NDS Eq.3.9-3 Top along X-X 0.0 k Bottom along X-X 0.0 k Location of max.above base 9.188 ft Maximum SERVICE Load Lateral Deflections... At maximum location values are... Along Y-Y 1.755 in at 9.312 ft above base Applied Axial 0.3784 k for load combination:W Only Applied Mx 0.4221 k-ft Applied My 0.0 k-ft Along X-X 0.0 in at 0.0 ft above base Fc:Allowable 1,280.0 psi for load combination:n/a Other Factors used to calculate allowable stresses... PASS Maximum Shear Stress Ratio= 0.06914:1 Bending Compression Tension Load Combination +D+0.60W+H Location of max.above base 0.0 ft Applied Design Shear 16.593 psi Allowable Shear 240.0 psi 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+H 0.900 1.000 0.06371 PASS 0.0 ft 0.0 PASS 18.50 ft +D+L+H 1.000 1.000 0.05734 PASS 0.0 ft 0.0 PASS 18.50 ft +D+Lr+H 1.250 1.000 0.1166 PASS 0.0 ft 0.0 PASS 18.50 ft +D+S+H 1.150 1.000 0.04986 PASS 0.0 ft 0.0 PASS 18.50 ft +D+0.750Lr+0.750L+H 1.250 1.000 0.09890 PASS 0.0 ft 0.0 PASS 18.50 ft +D+0.750L+0.750S+H 1.150 1.000 0.04986 PASS 0.0 ft 0.0 PASS 18.50 ft +D+0.60W+H 1.600 1.000 0.5405 PASS 9.188 ft 0.06914 PASS 0.0 ft +D+0.70E+H 1.600 1.000 0.03584 PASS 0.0 ft 0.0 PASS 18.50 ft +D+0.750Lr+0.750L+0.450W+H 1.600 1.000 0.4104 PASS 9.312 ft 0.05186 PASS 0.0 ft &t,:_