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Wood Column <br />Dong Engineering IncLic. # : KW-06013880 <br />DESCRIPTION:CANT. COLUMN AT PATIO <br />Title Block Line 1 <br />You can change this area <br />using the "Settings" menu item <br />and then using the "Printing & <br />Title Block" selection. <br />Title Block Line 6 <br />Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24 <br />File: 240056 PATIO.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Printed: 10 JAN 2025, 2:49PM <br />Project Descr: <br />.Code References <br />Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 <br />Load Combinations Used : ASCE 7-10 <br />General Information <br />Wood Section Name 6x6Analysis Method : <br />8Overall Column Height ft <br />Allowable Stress Design <br />( Used for non-slender calculations )Allow Stress Modification Factors <br />End Fixities Top Free, Bottom Fixed <br />Wood Species Douglas Fir - Larch <br />Wood Grade No.1 <br />Fb +1,500.0 <br />1,500.0 psi <br />1,000.0 <br />1,000.0 <br />180.0 <br />1,000.0 <br />33.0 <br />psi Fv psi <br />Fb -Ft psi <br />Fc - Prll psi <br />psi <br />Density pcf <br />Fc - Perp <br />E : Modulus of Elasticity . . . <br />1,400.0 <br />1,400.0 <br />1,700.0 <br />1,400.0 <br />Cfu : Flat Use Factor 1.0 <br />Cf or Cv for Tension 1.0 <br />Use Cr : Repetitive ? <br />Kf : Built-up columns 1.0 NDS 15.3.2 <br />Exact Width 5.50 in <br />Exact Depth 5.50 in <br />Area 30.250 in^2 <br />Ix 76.255 in^4 <br />Iy 76.255 in^4 <br />Wood Grading/Manuf.Graded Lumber <br />Wood Member Type Sawn <br />Ct : Temperature Factor 1.0 <br />Cf or Cv for Compression 1.0 <br />1,700.0 <br />Axial <br />Cm : Wet Use Factor 1.0 <br />Cf or Cv for Bending 1.0 <br />x-x Bending y-y Bending <br />ksi NoMinimum <br />Basic <br />Y-Y (depth) axis : <br />X-X (width) axis : <br />Unbraced Length for buckling ABOUT X-X Axis = 8 ft, K = 2.1 <br />Unbraced Length for buckling ABOUT Y-Y Axis = 8 ft, K = 2.1 <br />Brace condition for deflection (buckling) along columns : <br />.Service loads entered. Load Factors will be applied for calculations.Applied Loads <br />Column self weight included : 55.458 lbs * Dead Load Factor <br />AXIAL LOADS . . . <br />BM2: Axial Load at 8.0 ft, D = 1.321, Lr = 2.160 k <br />BM2: Axial Load at 8.0 ft, D = 0.840, Lr = 1.330 k <br />BENDING LOADS . . . <br />Lat. Point Load at 8.50 ft creating Mx-x, E = 0.720 k <br />.DESIGN SUMMARY <br />PASS <br />PASS <br />Max. Axial+Bending Stress Ratio =0.8195 <br />Location of max.above base 0.0 ft <br />Applied Axial 2.547 k <br />Applied Mx -4.032 k-ft <br />Load Combination +1.149D+0.70E+H <br />Load Combination +1.149D+0.70E+H <br />Bending & Shear Check Results <br />Maximum Shear Stress Ratio = <br />Applied Design Shear 24.992 psi <br />288.0Allowable Shear psi <br />0.08678 : 1 Bending Compression Tension <br />Location of max.above base 8.0 ft <br />: 1 <br />At maximum location values are . . . <br />Applied My 0.0 k-ft <br />Maximum SERVICE Lateral Load Reactions . . <br />Top along Y-Y 0.0 k Bottom along Y-Y 0.720 k <br />Top along X-X 0.0 k Bottom along X-X 0.0 kGoverning NDS Forumla111Comp + Mxx, NDS Eq. 3.9-3 <br />Maximum SERVICE Load Lateral Deflections . . . <br />Along Y-Y 1.979 in at 8.0 ft above base <br />for load combination :E Only <br />Along X-X 0.0 in at 0.0 ft above base <br />Fc : Allowable 732.72 psi <br />Other Factors used to calculate allowable stresses . . . <br />for load combination :n/a <br />. <br />Maximum Axial + Bending Stress Ratios Maximum Shear RatiosCDCLoad Combination Stress Ratio Location Stress Ratio Status LocationPStatus <br />Load Combination Results <br />+D+H 0.900 PASS PASS0.0 0.0 8.0 ft0.674 ft0.1209 <br />+D+L+H 1.000 PASS PASS0.0 0.0 8.0 ft0.635 ft0.1153 <br />+D+Lr+H 1.250 PASS PASS0.0 0.0 8.0 ft0.550 ft0.2742 <br />+D+S+H 1.150 PASS PASS0.0 0.0 8.0 ft0.582 ft0.1094 <br />+D+0.750Lr+0.750L+H 1.250 PASS PASS0.0 0.0 8.0 ft0.550 ft0.2323 <br />+D+0.750L+0.750S+H 1.150 PASS PASS0.0 0.0 8.0 ft0.582 ft0.1094 <br />+D+0.60W+H 1.600 PASS PASS0.0 0.0 8.0 ft0.458 ft0.10 <br />+1.149D+0.70E+H 1.600 PASS PASS0.0 0.08678 8.0 ft0.458 ft0.8195 <br />20 of 44 <br />FLOOD ZONE - 5121 W <br />Roberts Dr & #23/19/2025