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, Ross Engineering Design Project Title: <br /> ' Engineer: Project ID: <br /> Project Descr: <br /> - - - _ __ - <br /> � Wood Column File=C:lUserslRyanlDesktoplENGINE-11Jobs\140011493L0-11CALCS11493.ec6 � <br /> ENERCALC,INC.1983-2014,Build:fi.14.123,Ver:6.14.3.31 j <br /> _. � ,_ - -- <br /> �� ___ ..F. 5 A ,: . . .. . ... � . � � � � . � .. . _ . <br /> Description: POST AT GT3 <br /> Code References <br /> Calculations per 2012 NDS, IBC 2012, CBC 2013,ASCE 7-10 <br /> Load Combinations Used : ASCE 7-10 <br /> General Information <br /> Analysis Method: Allowable Stress Design Wood Section Name 4-2x4 <br /> End Fixities Top&Bottom Pinned WoodGrading/Manuf. Graded Lumber <br /> Overall Column Height 8.0 ft wood Member Type Sawn <br /> Exact Width g,p in Allow Stress Modification Factors <br /> Wood SpeCies Hem Fir Exact Depth 3.50 in Cf or Cv for Bending 1.10 <br /> Wood Grade Stud <br /> Fb-Tension 675 psi Fv 150 psi Area 21.0 in^2 Cf or Cv for Compression 1.050 <br /> Ix 21.438 in^4 Cf or Cv for Tension 1.10 <br /> Fb-Compr 675 psi Ft 400 psi „ <br /> Fc-Prll 800 psi Density 27.7 pcf �Y 63.0 in 4 Cm:Wet Use Factor 1.0 <br /> Ct:Temperature Factor 1.0 <br /> Fc-Perp 405 psi Cfu:Fiat Use Factor 1.0 <br /> E:Modulus of Elasticity... x-x Bending y-y Bending Axial Kf:Built-up columns 1.0 <br /> Basic 1200 1200 1200 ksi Use Cr:Repetitive? No <br /> Minimum 440 440 Brace condition for deflection(buckling)along columns: <br /> X-X(width)axis: Fully braced against buckling along X-X Axis <br /> Y-Y(depth)axis: Unbraced Length for X-X Axis buckling=8.0 ft K=1.0 <br /> A�p�led �08C1S �� �� ��a � u�,�eci_i_oaci r �roi s�n,d �� . a,�piied for ca i���,r;s. <br /> - - -- _ _ _ __ _ <br /> Column self weight included : 32.317�bs`Dead Load Factor <br /> AXIAL LOADS... <br /> Axial Load at 8.0 ft,D=2.590,S=4.320 k <br /> DESIGN SUMMARY <br /> Bending&Shear Check Results <br /> Max.Axial+Bending Stress Ratio = 0.8158:1 Maximum SERVICE Lateral Load Reactions.. <br /> Load Combination +p+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 loca6on values are... Along Y-Y 0.0 in at 0.0 ft above base <br /> Applied Axial 6.942 k for load combination: nla <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 405.217 psi for load combination:n/a <br /> Other Factors used to calculate allowable stresses... <br /> Maximum Shear Stress Ratio= 0.0:1 Bendinq Compression Tension <br /> Load Combination +0.60D+070E+0.60H Cf or Cv:Size based factors 1.100 1.050 <br /> Location of max.above base 8.0 ft <br /> Applied Design Shear 0.0 psi <br /> Allowable Shear 150.0 psi <br /> Maximum Deflections for Load Combinations -Unfactored Loads <br /> Load Combination Max.X-X Deflec6on Distance Ma�c.Y-Y Deflection Distance <br /> D Only 0.0000 in O.00O ft 0.000 in 0.000 ft <br /> S Only 0.0000 in 0.000 ft 0.000 in 0.000 ft <br /> D+S 0.0000 in 0.000 ft 0.000 in 0.000 ft <br />