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Title Block Line 1 Project Title: 14A <br /> You can change this area Engineer: <br /> using the"Settings"menu item Project ID: <br /> and then using the"Printing& Project Descr: <br /> Title Block"selection. <br /> Title Block Line 6 Printed 22 FEB 2022 12:38PM <br /> Wood Column - File:9476'ec6 <br /> -- _ - Software copyr•ght ENERCALC,INC.1983,2020.Build:l2.20.5.17 <br /> DESCRIPTION: covered porch post <br /> Code References <br /> Calculations per NDS 2018, IBC 2018,CBC 2019,ASCE 7-16 <br /> Load Combinations Used : IBC 2018 <br /> General Information <br /> Analysis Method: Allowable Stress Design Wood Section Name 6x6 <br /> End Fixities Top Free, Bottom Fixed Wood Grading/Manuf. Graded Lumber <br /> Overall Column Height 8 ft Wood Member Type Sawn <br /> (Uscd for non-slender calculations) <br /> Exact Width 5_5 in Allow Stress Modification Factors <br /> Wood Species Hem Fir <br /> Wood Grade No.1 Exact Depth 5.$ in Cf or Cv for Bending 1.0 <br /> Area 30.250 in12 Cf or Cv for Compression 1.0 <br /> 975 psi Fv 140 psi <br /> Fb+ Ix 76.255 in 4 Cf or Cv for Tension 1.0 <br /> Fb- 975 psi Ft 650 psi ly 76.255 in^4 Cm:Wet Use Factor 1.33 <br /> Fc-Prll 850 psi Density 26.84 pcf Incising Factors: Ct:Temperature Factor 1.0 <br /> Fc-Perp 405 psi for Bending 0.80 Cfu:Flat Use Factor 1.0 <br /> E:Modulus of Elasticity... x-x Bending y-y Bending Axial for Elastic Modulus 0.95 Kf:Built-up cclumns 1.0 NDS 1532 <br /> Basic 1300 1300 1300 ksi Use Cr:Repetitive? 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=8 ft,K=2.1 <br /> Y-Y(depth)axis: Unbraced Length for buckling ABOUT X-X Axis=8 ft,K=1.0 <br /> Applied Loads Service loads entered Load Factors will be applied for calculations. <br /> Column self weiqht included:45.106 Ibs'Dead Load Factor <br /> AXIAL LOADS. .. <br /> Axial Load at 8.0 ft,D=1.377, S=2.869 k <br /> BENDING LOADS.. . <br /> Moment acting about X-X axis at 0.250 ft, W=0.5920,E=0.1140 k-ft <br /> DESIGN SUMMARY <br /> Bending&Shear Check Results <br /> PASS Max.Axial+Bending Stress Ratio = 0.4986:1 Maximum SERVICE Lateral Load Reactions.. <br /> Load Combination +D+S+H 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-X 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 -0.01549 in at 8.0 ft above base <br /> Applied Axial 4.291 k for load combination: W Only <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 284.524 psi for load combination:n/a <br /> Other Factors used to calculate allowable stresses... <br /> PASS Maximum Shear Stress Ratio= 0.0:1 Bending Compression Tension <br /> Load Combination +0.60D+0.70E+0.60H <br /> Location of max.above base 8.0 ft <br /> Applied Design Shear 0.0 psi <br /> Allowable Shear 238.336 psi <br /> Load Combination Results <br /> Vax;mum Axial+Bending Stress Ratios Maximum Shear Ratios <br /> Load Combination C D C p Stress Ratio Status Location Stress Ratio Status Location <br /> +D+H 0.900 0.341 0.1695 PASS 0.0 ft 0.0 PASS 8.0 ft <br /> +D+L+H 1.000 0.310 0.1675 PASS 0.0ft 0.0 PASS 8.0 ft <br /> +D+Lr+H 1.250 0.253 0.1641 PASS O.Oft 0.0 PASS 8.0 ft <br /> +D+S+H 1 A 50 0.274 0.4986 PASS 0.0ft 0.0 PASS &0 ft <br /> +D+0.750Lr+0.750L+H 1.250 0.253 0.1641 PASS 0.0 ft 0.0 PASS 8.0 ft <br /> +D+0.750L+0.750S+H 1.150 0.274 0.4152 PASS 0.0ft 0.0 PASS 8.0 ft <br /> +D+0.60W+H 1.600 0.201 0.1614 PASS 0.0 ft 0.0 PASS 8.0 ft <br /> +0+0.70E+H 1.600 0.201 0.1614 PASS 0.0ft 0.0 PASS 8.0 ft <br /> +D+0.750Lr+0.750L+0.45OW-H 1.600 0201 0.1614 PASS 0.0 ft 0.0 PASS 8.0 ft <br />