Laserfiche WebLink
Dibble Engineers,Inc. Project Title: <br /> 1029 Market Street Engineer: <br /> Kirkland,WA 98033 Project ID: <br /> (425)828-4200 Project Descr: <br /> DEI <br /> Wood Column Project File:23-079 Charter Club.ec6 <br /> LIC#:KW-06014989,Build:20.23.2.14 DIBBLE ENGINEERS INC. (c)ENERCALC INC 1983-2022 <br /> DESCRIPTION: TYP HDR STUDS <br /> Code References <br /> Calculations per NDS 2018,,IBC 2021,CBC 2022,/ SCE 7-16 <br /> Load Combinations Used : IBC 2021 <br /> General Information <br /> Analysis Method Allowable Stress Design Wood Section Name 2-2x6 <br /> End Fixities Top&Bottom Pinned Wood Grading/Manuf. Graded Lumber <br /> Overall Column Height 12 ft Wood Member Type Sawn <br /> (Used for non-slender calculations) <br /> Exact Width $,Q in Allow Stress Modification Factors <br /> Wood Species Douglas Fir-Larch Exact Depth <br /> Wood Grade No.2 5.50 in Cf or Cv for Bending 1.30 <br /> Area 16.50 In^2 Cf or Cv for Compressioi 1.10 <br /> Fb+ 750 psi Fv 170 psi Ix 41.594 in^4 Cf or Cv for Tension 1.30 <br /> Fb- 750 psi Ft 475 psi <br /> F ly 12.375 in 4 Cm:Wet Use Factor 1.0 <br /> c-Prll 700 psi Density 31.21 pcf <br /> Ct:Temperature Fact 1.0 <br /> Fe-Perp 625 psi Cfu: Flat Use Factor 1.0 <br /> E:Modulus of Elasticity. .. x-x Bending y-y Bending Axial Kf:Built-up columns 1.0 NDS 15.3.2 <br /> Basic 1300 1300 1300 ksi Use Cr:Repetitive 7 No <br /> Minimum 470 470 Brace condition for deflection(buckling)along columns: <br /> X-X(width)axis: Unbraced Length for buckling ABOUT Y-Y Axis=10 ft,F <br /> Y-Y(depth)axis: Fully braced against buckling ABOUT X-X Axis <br /> Applied Loads Service loads entered.Load Factors will be applied for calculations. <br /> Column self weight included :42.914 Ibs' Dead Load Factor <br /> AXIAL LOADS . . . <br /> hdr2.1:Axial Load at 12.0 ft, D=0.7070, S = 1.138 k <br /> DESIGN SUMMARY <br /> Bending 8 Shear Check Results <br /> PASS Max.Axial+Bending Stress Ratio = 0.6063: 1 Maximum SERVICE Lateral Load Reactions.. <br /> Load Combination +D+S Top along Y-Y 0.0 k Bottom along Y-Y 0.0 k <br /> Governing NDS Forumla Comp Only,fc/Fc' Top along X-k 0.0 k Bottom along X-X 0.0 k <br /> Location of max.above base 0.0 ft Maximum SERVICE Load Lateral Deflections... <br /> At maximum location values are. Along Y-Y 0.0 in at 0.0 ft above base <br /> Applied Axial 1.888 k for load combination: n/a <br /> Applied Mx 0.0 k-ft <br /> Applied My 0.0 k-ft Along X-X 0.0 in at 0.0 ft above base <br /> Fc:Allowable 225.977 psi for load combination:n/a <br /> Other Factors used to calculate allowable stresses... <br /> PASS Maximum Shear Stress Ratio= 0.0: 1 Bendina Compression Tension <br /> Load Combination +0.60D <br /> Location of max.above base 12.0 ft <br /> Applied Design Shear 0.0 psi <br /> Allowable Shear 272.0 psi <br /> Load Combination Results <br /> Maximum Axial+Bending Stress Ratios Maximum Shear Ratios <br /> Load Combination CD C p Stress Ratio Status Location Stress Ratio Status Location <br /> D Only 0.900 0.319 0.2058 PASS 0.0 ft 0.0 PASS 12.0 ft <br /> +D+S 1.150 0.255 0.5063 PASS 0.0 ft 0.0 PASS 12.0 ft <br /> +D+0.750S 1.150 0.255 0.430 PASS O.Oft 0.0 PASS 12.0 ft <br /> +0.60D 1.600 0.187 0.1181 PASS 0.0ft 0.0 PASS 12.0 ft <br /> Maximum Reactions Note:Only non-zero reactions are listed. <br /> X-X Axis Reaction k Y-Y Axis Reaction Axial Reaction My-End Moments k-ft Mx-End Moments <br /> Load Combination @ Base @ Top @ Base @ Top @ Base @ Base @ Top @ Base @ Top <br /> D Only 0.750 <br /> +D+S 1.888 <br /> +D+0.750S 1.603 <br />