3618 COLBY AVE 2025-04-16 - Laserfiche WebLink

STRUCTURAL DESIGN ASSOCIATES Project Title: o' ^ Engineer: Project ID: Project Descr: P,rcd,d 1 DEC 20ti.'::,dt Wood Column F!3e=11 w3pcxVvstwcwk f s1PROJECTS18000S--1:h246-R-118246- -1 EC6 ENERCALC.INC.1963-2017.801.10 17 8 28.Ver 10.17.8 28 ' Lic.#: KW-06011301 Licensee:Covington Description: Pi-2x6-HEIGHT=10 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 ralrulaticrts) Exact Width 1.50 in Allow Stress Modification Factors Wood Species Hem Fir Exact Depth P 5.50 in Cf or Cv for Bending 1.30 Wood Grade No.2 Area 8.250 in^2 Cf or Cv for Compression 1.10 Fb+ 850 psi Fv 150 psi lx 20.797 in^4 Cf or Cv for Tension 1.30 Fb- 850 psi Ft 525 psi Fc Prll 1300 psi Density 26.83 pcf ly 1.547 in^4 Cm:Wet Use Factor 1.0 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 : 's ; Basic 1300 1300 1300 ksi Use Cr:Repetitive? Yes 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: Unbraced Length for X-X Axis buckling=10 0 ft,K=10 • 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=0.7530, Lr=2.0 k DESIGN SUMMARY Bending &Shear Check Results PASS Max.Axial+Bending Stress Ratio = 0.4687:1 Maximum SERVICE Lateral Load Reactions.. Load Combination +D+Lr+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 2.768 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 715.92 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 0 C p Stress Ratio Status Location Stress Ratio Status Location +D+H 0.900 0.519 0.1395 PASS 0.0ft 0.0 PASS 10.0 ft +D+L+H 1.000 0.479 0.1359 PASS 0.0 ft 0.0 PASS 10.0 ft +D+Lr+H 1.250 0.401 0.4687 PASS 0.0ft 0.0 PASS 10.0 ft +D+S+H 1.150 0.429 0.1320 PASS 0.0 ft 0.0 PASS 10.0 ft +D+0.750Lr+0.750L+H 1.250 0.401 0.3841 PASS 0.0ft 0.0 PASS 10.0 ft +D+0.750L+0.750S+H 1.150 0.429 0.1320 PASS 0.0ft 0.0 PASS 10.0 ft +D+0.60W+H 1.600 0.324 0.1257 PASS 0.0 ft 0.0 PASS 10.0 ft +D+0 70E+H 1.600 0.324 0.1257 PASS 0.0 ft 0.0 PASS 10.0 ft +D+0.750Lr+0.750L+0.450W+H 1.600 0.324 0.3712 PASS 0.0 ft 0.0 PASS 10.0 ft +D+0.750L+0.750 S+0.450W+H 1.600 0.324 0.1257 PASS 0.0 ft 0.0 PASS 10.0 ft +D+0.750L+0.750S+0.5250E+H 1.600 0.324 0.1257 PASS 0.0ft 0.0 PASS 10.0 ft 1 L'1