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. • • Chaps Attota f 4428 140th Ave SE Bellevue,WA 98006 Title Block Line 6 Wood Column File=C:Users\wadelOneDrive\AWB201-11TOMMY-11Calcskalcs.ec6 ' ENERCALC,INC.1983-2013,Build:6.13.1.31,Ven6.13.1.31 Lic.#:KW-06006706 Licensee:AWB ENGINEERING Description: Deck Post Code References Calculations per 2005 NDS, IBC 2006, CBC 2007,ASCE 7-05 Load Combinations Used :ASCE 7-02 General Information Analysis Method: Allowable Stress Design Wood Section Name 4x6 End Fixities Top&Bottom Pinned Wood Grading/Manuf. Graded Lumber Overall Column Height 10.0 ft Wood Member Type Sawn (Used for non-slender calculations) Exact Width 3.50 in Allow Stress Modification Factors Wood Species Hem Fir Exact Depth Wood Grade No.2 p 5.50 in Cf or Cv for Bending 1.30 Area 19.250 inA2 Cf or Cv for Compression 1.150 Fb Tension 850 psi Fv 150 psi lx 48.526 inA4 Cf or Cv for Tension 1.30 Fb-Compr 850 psi Ft 525 psi Fc-Pill 1300 psi Density 27.7 pcf ly 19.651 inA4 Cm:Wet Use Factor 1.0 Incising Factors: Ct:Temperature Factor 1.0 Fc-Perp 405 psi for Bending 0.80 Cfu:Flat Use Factor 1.0 E:Modulus of Elasticity... x-x Bending y-y Bending Axial for Elastic Modulus 0.95 Kf:Built-up columns 1.0 NOS 15.3 2 Basic 1300 1300 1300 ksi Use Cr:Repetitive? No pu,n-7m on/yl Minimum 470 470 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 :37.030 lbs*Dead Load Factor AXIAL LOADS. . . Axial Load at 10.0 ft,D=0.410,L= 1.620 k DESIGN SUMMARY Bending&Shear Check Results PASS Max.Axial+Bending Stress Ratio = 0.08978:1 Maximum SERVICE Lateral Load Reactions.. Load Combination +D+L+H Top along Y-Y 0.0 k Bottom along Y-Y 0.0 k Governing NDS Forumla Comp Only,fc/Fc' Top along X-X 0.0 k Bottom along X-X 0.0 k Location of max.above base 0.0 ft Maximum SERVICE Load Lateral Deflections... At maximum location values are... Along Y-Y 0.0 in at 0.0 ft above base Applied Axial 0.0 k for load combination: n/a Applied Mx 0.0 k-ft Along X-X 0.0 in at 0.0 ft above base Fc:Allowable 1,196.0 psi Applied My 0.0 for load combination:n/a si Other Factors used to calculate allowable stresses... PASS Maximum Shear Stress Ratio= 0.0:1 Bending Compression Tension Load Combination +0.60D+0.70E+H Cf or Cv:Size based factors 1.300 1.150 Location of max.above base 0.0 ft Applied Design Shear 0.0 psi Allowable Shear 120.0 psi Load Combination Results Maximum Axial+Bending Stress Ratios Maximum Shear Ratios Load Combination C D Stress Ratio Status Location Stress Ratio Status Location D Only 1.000 0.01942 PASS 0.0 ft 0.0 PASS 0.0 ft +D+L+H 1.000 0.08978 PASS 0.0 ft 0.0 PASS 0.0 ft +D+Lr+H 1.000 0.01942 PASS 0.0 ft 0.0 PASS 0.0 ft +D+S+H 1.000 0.01942 PASS 0.0 ft 0.0 PASS 0.0 ft +D+0.750Lr+0.750L+H 1.000 0.07219 PASS 0.0 ft 0.0 PASS 0.0 ft +D+0.750L+0.750S+H 1.000 0.07219 PASS 0.0 ft 0.0 PASS 0.0 ft +D+W+H 1.000 0.01942 PASS 0.0 ft 0.0 PASS 0.0 ft +D+0.70E+H 1.000 0.01942 PASS 0.0 ft 0.0 PASS 0.0 ft +D+0.750Lr+0.750L+0.750W+H 1.000 0.07219 PASS 0.0 ft 0.0 PASS 0.0 ft +D+0.750Lr+0.750L+0.5250E+H 1.000 0.07219 PASS 0.0 ft 0.0 PASS 0.0 ft +D+0.75OL+0.750S+0.750W+H 1.000 0.07219 PASS 0.0 ft 0.0 PASS 0.0 ft +D+0.750L+0.7505+0.5250E+H 1.000 0.07219 PASS 0.0 ft 0.0 PASS 0.0 ft