3618 COLBY AVE 2025-04-16 - Laserfiche WebLink

STRUCTURAL DESIGN ASSOCIATES Project Title: Engineer: • Project ID: SDA#8246 Project Descr: Printed: 5 OCT 2018, 9:37AM Wood Column File=C:1NETWOR-11PROJEC-118000-8-118246-R-118246-1-318246.ec6 . Software copyrghtENERCALC,INC.1983-2018,Build:10.18.9.24 Lic.#:KW-08011301 Licensee:Covington Description: STUD 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 10.0 ft Wood Member Type Sawn (Used for non-slender calculations) Wood Species HemFir Exact Width 1.50 in Allow Stress Modification Factors Wood Grade No.2 Exact Depth 5.50 in Cf or Cv for Bending 1.30 Area 8.250 in^2 Cf or Cv for Compression 1.10 Fb+ 850.0 psi Fv 150.0 psi Ix 20_797 in^4 Cf or Cv for Tension 1.30 Fb- 850.0 psi Ft 525.0 psi ly 1.547 inA4 Cm:Wet Use Factor 1.0 Fc-Pill 1,300.0 psi Density 26.830 pcf Ct:Temperature Factor 1.0 Fc Perp 405.0 psi Cfu:Flat Use Factor 1.0 E:Modulus of Elasticity. . . x-x Bending y-y Bending Axial Kf:Built-up columns 1.0 Nos 1532 Basic 1,300.0 1,300.0 1,300.0 ksi Use Cr:Repetitive? Yes Minimum 470.0 470.0 Brace condition for deflection(buckling)along columns X-X(width)axis: Fully braced against buckling about X-X Axis Y-Y(depth)axis: Unbraced Length for Y-Y Axis buckling=10.0 ft,K=1.0 Applied Loads Service loads entered. Load Factors will be applied for calculations. Column self weight included: 15.371 lbs*Dead Load Factor AXIAL LOADS. . . Axial Load at 10.0 ft, D=1.010, L=0.970, S=0.240 k DESIGN SUMMARY Bending &Shear Check Results PASS Max.Axial+Bending Stress Ratio = 0.3529:1 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 1.995 k for load combination: n/a Applied Mx 0.0 k-ft Applied My 0.0 k-ft Along X-X 0.0 in at 0.0 ft above base Fc:Allowable 685.40 psi for load combination:n/a Other Factors used to calculate allowable stresses... PASS Maximum Shear Stress Ratio= 0.0:1 Bending Compression Tension Load Combination +0.60D+0.70E+0.60H Location of max.above base 10.0 ft Applied Design Shear 0.0 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 0.519 0.1862 PASS 0.0ft 0.0 PASS 10.0ft +D+L+H 1.000 0.479 0.3529 PASS 0.0 ft 0.0 PASS 10.0 ft +D+Lr+H 1.250 0.401 0.1736 PASS 0.0ft 0.0 PASS 10.0 ft +D+S+H 1.150 0.429 0.2174 PASS 0.0 ft 0.0 PASS 10.0 ft +D+0.750Lr+0.750L+H 1.250 0.401 0.2968 PASS 0.0ft 0.0 PASS 10.0 ft +D+0.750L+0.750S+H 1.150 0.429 0.3321 PASS 0.0 ft 0.0 PASS 10.0 ft +D+0.60W+H 1.600 0.324 0.1678 PASS 0.0ft 0.0 PASS 10.0ft +D+0,70E+H 1.600 0.324 0.1678 PASS 0.0ft 0.0 PASS 10.0 ft +D+0.750Lr+0.750L+0.450W+H 1.600 0.324 0.2869 PASS 0.0ft 0.0 PASS 10.0 ft +D+0.750L+0,750S+0.450W+H 1.600 0.324 0.3163 PASS 0.0ft 0.0 PASS 10.0ft +D+0.750L+0.7505+0.5250E+H 1.600 0.324 0.3163 PASS 0.0ft 0.0 PASS 10.0 ft +0.60D+0.60W+0.60H 1 600 0.324 0.1007 PASS 0.0ft 0.0 PASS 10.0ft