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• Project Title: <br /> Engineer: <br /> JJProject ID:UMLAUF ENGINEERS Project Descr: <br /> Printed: 8 APR 2021, 7:01PM <br /> Wood Column File:Zap.ec6 <br /> Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.24 <br /> Lic.#:KW-06011909 L2 Engineers <br /> DESCRIPTION: BW-1 <br /> Code References <br /> Calculations per NDS 2018, IBC 2018, CBC 2019,ASCE 7-16 <br /> Load Combinations Used :ASCE 7-16 <br /> General Information <br /> Analysis Method: Allowable Stress Design Wood Section Name 2x6 <br /> End Fixities Top&Bottom Pinned Wood GradinglManuf. Graded Lumber <br /> Overall Column Height 10 ft Wood Member Type Sawn <br /> ender calculations) Exact Width 1.50 in Allow Stress Modification Factors <br /> Wood Species Hem-Fir Exact Depth 5.50 in Cf or Cv for Bending 1.30 <br /> Wood Grade No.2 Area 8.250 in^2 Cf or Cv for Compression 1.10 <br /> Fb+ 575.0 psi Fv 140.0 psi Ix 20.797 in^4 Cf or Cv for Tension 1.30 <br /> Fb- 575.0 psi Ft 375.0 psi ly 1.547 in^4 Cm:Wet Use Factor 1.0 <br /> Fc-Prll 575.0 psi Density 26.840 pcf Ct:Temperature Factor 1.0 <br /> Fc-Perp 405.0 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 1,100.0 1,100.0 1,100.0 ksi Use Cr:Repetitive? No <br /> Minimum 400.0 400.0 Brace condition for deflection(buckling)along columns: <br /> X-X(width)axis: Fully braced against buckling ABOUT Y-Y Axis <br /> Y-Y(depth)axis: Unbraced Length for buckling ABOUT X-X Axis=10 ft,K=1.0 <br /> Applied Loads Service loads entered.Load Factors will be applied for calculations. <br /> Column self weight included: 15.377 lbs*Dead Load Factor <br /> AXIAL LOADS. . . <br /> Mezzanine:Axial Load at 10.0 ft,Yecc=-1.0 in,D=0.220,L=0.7320 k <br /> BENDING LOADS. . . <br /> Lat. Uniform Load creating Mx-x,W=0.0110 k/ft <br /> DESIGN SUMMARY <br /> Bending&Shear Check Results <br /> PASS Max.Axial+Bending Stress Ratio = 0.2677:1 Maximum SERVICE Lateral Load Reactions.. <br /> Load Combination +D+L Top along Y-Y 0.0550 k Bottom along Y-Y 0.0550 k <br /> Governing NDS Forumld 1 Comp+Mxx, NDS Eq. 3.9-3 Top along X-X 0.0 k Bottom along X-X 0.0 k <br /> Location of max.above base 9.933 ft Maximum SERVICE Load Lateral Deflections... <br /> At maximum location values are... Along Y-Y 0.1094 in at 5.034 ft above base <br /> Applied Axial 0.9674 k for load combination: W Only <br /> Applied Mx 0.07880 k-ft <br /> Applied My 0.0 k-ft Along X-X 0.0 in at 0.0 ft above base <br /> Fc:Allowable 455.729 psi for load combination:n/a <br /> Other Factors used to calculate allowable stresses... <br /> PASS Maximum Shear Stress Ratio= 0.02827:1 Bending Compression Tension <br /> Load Combination +D+0.60W <br /> Location of max.above base 0.0 ft <br /> Applied Design Shear 6.333 psi <br /> Allowable Shear 224.0 psi <br />