Laserfiche WebLink
DCG, Inc. <br />9706 4th Ave NE <br />Suite 300 <br />Seattle, WA 98115 <br />206-523-0024 <br />Project Title: FOUR CORNERS <br />Engineer: <br />Project ID: <br />Project Descr:ALL BUILDINGS <br />Printed: 11 MAR 2021, 10:36AM <br />Wood Column File: Four Corners.ec6 <br />Software co rvriohl ENERCALC. INC 2020. Build .12a7.824 <br />DESCRIPTION: 2x6 Int. Stud at 12" o.c. - 5.85k Capacity <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 />Analysis Method : Allowable Stress Design <br />End Fixities Top & Bottom Pinned <br />Overall Column Height <br />7.750 ft <br />( Used for non -slender calculations ) <br />Wood Species Douglas Fir -Larch <br />Wood Grade Stud <br />Fb+ 700.0psi Fv <br />180.0 psi <br />Fb- 700.0psi R <br />450.0 psi <br />Fc - Prll 850.0 psi Density <br />31.210 pcf <br />Fc - Perp 625.0 psi <br />E : Modulus of Elasticity ... x-x Bending <br />y-y Bending <br />Basic 1,400.0 <br />1,400.0 <br />Minimum 510.0 <br />510.0 <br />Wood Section Name 2x6 <br />Wood Grading/Manuf. Graded Lumber <br />Wood Member Type Sawn <br />Exact Width <br />1.50 in Allow Stress Modification Factors <br />Exact Depth <br />5.50 in Cf or Cv for Bending <br />1 .0 <br />Area <br />8.25 inA2 Cf or Cv for Compression <br />1 .0 <br />Ix <br />20.797 inA4 Cf or Cv for Tension <br />1.0 <br />ly <br />1.547 inA4 Can : Wet Use Factor <br />1.0 <br />Ct : Temperature Factor <br />1.0 <br />Cfu: Flat Use Factor <br />1.0 <br />Axial <br />Kf: Built-up columns <br />1.0 NDS 15. 3.2 <br />1,400.0ksi <br />Use Cr : Repetitive ? <br />Yes <br />Brace condition for deflection <br />(buckling) along columns <br />X-X (width) axis : <br />Fully braced against buckling ABOUT Y-Y Axis <br />Y-Y (depth) axis <br />: Unbraced Length for buckling ABOUT X-X Axis = <br />7.750 ft, K =' <br />Applied Loads Service loads entered. Load Factors will be applied for calculations. <br />Cd umn self weiqht included . 13.858lbs * Dead Load Factor <br />AXIAL LOADS ... <br />Axial Load at 7.750 ft, L = 5.850 k <br />BENDING LOADS ... <br />Lat. Uniform Load creatinq Mx-x, W = 0.0050 k/ft <br />DESIGN SUMMARY <br />Bending & Shear Check Results <br />PASS Max. Axial+Bending Stress Ratio = <br />0.9951 :1 <br />Maximum SERVICE Lateral Load Reactions. . <br />Load Combination <br />+D+_+H <br />Top along Y-Y 0.01938 k Bottom along Y-Y 0.01938 k <br />Governing NDS Forumla <br />Comp Only, fc/Fc' <br />Top along X-X 0.0 k Bottom along X-X 0.0 k <br />Location of max. above base <br />0.0 ft <br />Maximum SERVICE Load Lateral Deflections ... <br />At anaxinum location values are ... <br />Along Y-Y 0.01409 in at 3.901 ft above base <br />Applied Axial <br />5.864 k <br />for load combination : W Only <br />Applied Mx <br />0.0 k-ft <br />Applied My <br />0.0 k-ft <br />Along X-X 0.0 in at 0.0 ft above base <br />Fc : Allowable <br />714.29 psi <br />for load combination : n/a <br />Other Factors used to calculate allowable stresses ... <br />PASS Maximum Shear Stress Ratio = <br />0.007339 :1 <br />Bending Compression Tension <br />Load Combination <br />+Di0.60W+H <br />Location of max. above base <br />0.0 ft <br />Applied Design Shear <br />2.114 psi <br />Allowable Shear <br />288.0 psi <br />Load Combination Results <br />+D+H <br />+D+L+H <br />+D+Lr+H <br />+D+S+H <br />+D+0.750Lr+0.750L+H <br />+D+0.750L+0.750S+H <br />+D+0.60W+H <br />+D-0.60W+H <br />+D+0.70E+H <br />G D <br />G P <br />Maximum Axial +Bending <br />Stress Ratio Status <br />Stress Ratios <br />Location <br />Maximum Shear Ratios <br />Stress Ratio Status Location <br />0.900 <br />0.860 <br />0.002553 <br />PASS <br />O.Oft <br />0.0 <br />PASS <br />7.750 ft <br />1.000 <br />0.840 <br />0.9951 <br />PASS <br />O.Oft <br />0.0 <br />PASS <br />7.750 ft <br />1.250 <br />0.789 <br />0.002003 <br />PASS <br />O.Oft <br />0.0 <br />PASS <br />7.750 ft <br />1.150 <br />0.810 <br />0.002122 <br />PASS <br />O.Oft <br />0.0 <br />PASS <br />7.750 ft <br />1.250 <br />0.789 <br />0.6363 <br />PASS <br />O.Oft <br />0.0 <br />PASS <br />7.750 ft <br />1.150 <br />0.810 <br />0.6739 <br />PASS <br />O.Oft <br />0.0 <br />PASS <br />7.750 ft <br />1.600 <br />0.716 <br />0.02367 <br />PASS <br />3.901 ft <br />D.007339 <br />PASS <br />0.0 ft <br />1.600 <br />0.716 <br />0.02367 <br />PASS <br />3.901 ft <br />D.007339 <br />PASS <br />0.0 ft <br />1.600 <br />0.716 <br />0.001724 <br />PASS <br />O.Oft <br />0.0 <br />PASS <br />7.750 ft <br />