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Dibble Engineers, Inc. Project Title: 1029 Market Street Engineer: Kirkland,WA 98033 Project ID: (425)828-4200 Project Descr: DEI Wood Column Project File:23-079 Charter Club.ec6 LIC#:KW-06014989,Build:20.23.2.14 DIBBLE ENGINEERS INC. (c)ENERCALC INC 1983-2022 DESCRIPTION: BM4 As CoL Code References Calculations per NDS 2018,,IBC 2021,CBC 2022,ASCE 7-16 Load Combinations Used : IBC 2021 General Information Analysis Method Allowable Stress Design Wood Section Name 5.5x10.5 End Fixities Top&Bottom Pinned Wood Grading/Manuf. Western Overall Column Height 13 ft Wood Member Type GLB (Used for non-slender caladalions) Exact Width In Allow Stress Modification Factors Wood Species DF/DF 5.50 Exact Depth 10.50 in Cf or Cv for Bending 1.0 Wood Grade 24F-V4 Area 57.750 in12 Cf or Cv for Compressio 1.0 Fb+ 2400 psi Fv 265 psi Ix 530.58 in14 Cf or Cv for Tension 1.0 Fb- 1850 psi Ft 1100 psi I Cm:Wet Use Factor 1.0 Fc-Pril 1650 psi Density 31.21 pef y 145.578 in 4 Fc-Perp 650 psi Ct:Temperature Fact 1.0 p Cfu : Flat Use Factor 1.0 E : Modulus of Elasticity. . . x-x Bending y-y Bending Axial Kf:Built-up columns 1.0 rugs I =+r Basic 1800 1600 1800 ksi Use Cr: Repetitive? No Minimum 950 850 Brace condition for deflection(buckling)along columns: X-X(width)axis: Unbraced Length for buckling ABOUT Y-Y Axis= 13 ft, M Y-Y(depth)axis: Unbraced Length for buckling ABOUT X-X Axis= 13 ft,H Applied Loads Service loads entered. Load Factors will be applied for calculations. Column self weight included : 162.715 Ibs'Dead Load Factor BENDING LOADS . . . Wind Load: Lat. Uniform Load creating My-y, W = 0.1850 k/ft Lat. Uniform Load creating Mx-x, D = 0.2175, S = 0.3625 k/ft DESIGN SUMMARY Bending&Shear Check Results PASS Max.Axial+Bending Stress Ratio = 0.5357 ; 1 Maximum SERVICE Lateral Load Reactions. . Load Combination +D+S Top along Y-Y 3.770 k Bottom along Y-Y 3.770 k Governing NDS Forumla Comp+Mxx,NDS Eq. 3.9-3 Top along X-X 1,203 k Bottom along X-X 1.203 k Location of max.above base 6.456 ft Maximum SERVICE Load Lateral Deflections... At maximum location values are . Along Y-Y 0.3945 in at 6.544 ft above base Applied Axial 0.1627 k for load combination : +D+S Applied Mx 12.252 k-ft Applied My 0.0 k-ft Along X-X 0.5159 in at 6.544 ft above base Fc:Allowable 891.63 psi for load combination: W Only Other Factors used to calculate allowable stresses.. . PASS Maximum Shear Stress Ratio= 0.3213 : 1 Bending Compression Tension Load Combination +D+S Location of max.above base 0.0 ft Applied Design Shear 97.922 psi Allowable Shear 304.750 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 Only 0.900 0.576 0.2557 PASS 6.456 ft 0.1540 PASS 13.0 It +D+S 1.150 0.470 0.5357 PASS 6.456 ft 0.3213 PASS 0.0 ft +D+0.750S 1.150 0.470 0.4520 PASS 6.544 ft 0.2711 PASS 13.0 ft +D+0.60W 1,600 0.349 0.3760 PASS 6.456 ft 0.08661 PASS 13.0 ft +D+0.450W 1.600 0.349 0.3184 PASS 6.456 ft 0.08661 PASS 13.0 ft +D+0.750S+0.450W 1.600 0.349 0.5021 PASS 6.456 ft 0.1949 PASS 13.0 ft +0.60D+0.60W 1.600 0.349 0.3171 PASS 6.456 ft 0,05196 PASS 13.0 ft +0.60D 1.600 0.349 0.08736 PASS 6.456 ft 0.05196 PASS 13.0 ft