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I, 1j Dibble Engineers, Inc. Project Title: 1029 Market Street Engineer: ��1 } 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: COL 4.1 (BM4) Code References Calculations per INDS 2018,IBC 2021,CBC 2022,ASCE 7-16 Load Combinations Used : IBC 2021 General Information Analysis Method Allowable Stress Design Wood Section Name 6x6 End Fixities Top&Bottom Pinned Wood Grading/Manuf. Graded Lumber Overall Column Height 15 ft Wood Member Type Sawn (Used for non-slender calculations) Exact Width In Allow Stress Modification Factors Wood Species Douglas Fir-Larch 5.50 Wood Grade No.1 Exact Depth 5.50 in Cf or Cv for Bending 1.0 Area 30,250 inA2 Cf or Cv for Compressioi 1.0 Fb+ 1,200.0 psi Fv 170.0 psi Ix 76.255 in^4 Cf or Cv for Tension 1.0 Fb- 1,200.0 psi Ft 825.0 psi ly 76.255 In 4 Cm:Wet Use Factor 1.0 Fc-Prll 1,000.0 psi Density 31.210 pcf Ct:Temperature Fact 1.0 Fc-Perp 625.0 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 15.3.2 Basic 1,600.0 1,600.0 1,600.0 ksi Use Cr:Repetitive? No Minimum 580.0 580.0 Brace condition for deflection(buckling)along columns: X-X(width)axis: Unbraced Length for buckling ABOUT Y-Y Axis=15 ft,F Y-Y(depth)axis: Unbraced Length for buckling ABOUT X-X Axis=15 ft,N Applied Loads Service loads entered.Load Factors will be applied for calculations. Column self weight included : 98.344 Ibs` Dead Load Factor AXIAL LOADS . . . HDR3: Axial Load at 15.0 ft, D= 0.5840, Lr= 0.750, S =0.9380 k BENDING LOADS. . . Lat. Uniform Load creating Mx-x,W =0.06150 k/ft DESIGN SUMMARY Bending&Shear Check Results PASS Max.Axial+Bending Stress Ratio = 0.2493: 1 Maximum SERVICE Lateral Load Reactions.. Load Combination +D+0.60W Top along Y-Y 0.4613 k Bottom along Y-Y 0.4613 k Governing 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 7.450 ft Maximum SERVICE Load Lateral Deflections... At maximum location values are. Along Y-Y 0.5804 in at 7.550 ft above base Applied Axial 0.6823 k for load combination: W Only Applied Mx 1.038 k-ft Applied My 0.0 k-ft Along X X 0.0 in at 0.0 ft above base Fc:Allowable 415.906 psi for load combination:n/a Other Factors used to calculate allowable stresses... PASS Maximum Shear Stress Ratio= 0.05046: 1 Bendina Compression Tension Load Combination +D+0.60W Location of max.above base 0.0 ft Applied Design Shear 13.723 psi Allowable Shear 272.0 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 Only 0.900 0.430 0.05832 PASS 0.0ft 0.0 PASS 15.0ft +D+Lr 1.250 0.325 0.1166 PASS O.Oft 0.0 PASS 15.0ft +D+S 1.150 0.350 0.1333 PASS 0.0ft 0.0 PASS 15.0ft +D+0.750Lr 1.250 0.325 0.1013 PASS 0.0ft 0.0 PASS 15.0ft +D+0.750S 1.150 0.350 0.1140 PASS 0.0ft 0.0 PASS 15.0ft +D+0.60W 1.600 0.260 0.2493 PASS 7.450 ft 0.05045 PASS 0.0 ft +D+0.750Lr+0.45OW 1.600 0.260 0.2031 PASS 7.450ft 0.03784 PASS 0.0ft +D+0.750S+0.45OW 1.600 0.260 0.2077 PASS 7.450 ft 0.03784 PASS 0.0 ft +0.60D+0.60W 1.600 0.260 0.2423 PASS 7.450 ft 0.05045 PASS 0.0 ft I , I .I I,