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. Ross�ngineering Design Project Title: <br /> Engineer: Prc;e�IC: <br /> Project Descr: <br /> -- -- —----- ---- ---- <br /> �Wood Column File C:1UserslRyanlDesktoplENGWE-11Jobs1140011493L0-flCALCS11493.ec6 <br /> ENERCALC INC 19832014 Build:6 14 1.23,Ver 614 3.31 <br /> G�t ....�, a — —- �� <br /> ..�:i'1..a -��':`�.> co-.z:....�,.� _ .. .... . „ , . .. _. .:. . . . <br /> Descnption: B3 POST <br /> Code References <br /> - ----- -- - ------ -- - <br /> Calculations per 2012 NDS, IBC 2012, CBC 2013,ASCE 7-10 <br /> Load Combinations Used: ASCE 7-10 <br /> General Information <br /> _ _____ __ - ------- - - <br /> Analysis Method: Allowable Stress Design Wood Section Name 4x6 <br /> End Fixities Top&Bottom Pinned wood Grading/Manuf. Graded Lumber <br /> Overall Column Height 9.0 ft Wood Member Type Sawn <br /> Exact Width 3.50 �� Allow Stress Modification Factors <br /> Wood Species Douglas Fir-Larch Exact De th <br /> Wood Grade No.2 P 5.250 in Cf or Cv for Bending 1.0 <br /> Area 19.25 in^2 Cf or Cv for Compression 1.0 <br /> Fb-Tension 900 psi Fv 180 psi �X 266.93 in^4 Cf or Cv for Tension 1.0 <br /> Fb-Compr 900 psi Ft 575 psi <br /> Fc-Prll 1350 psi Density 32.21 pcf �y 68.78 in^4 Cm:Wet Use Factor 1.0 <br /> Fc-Perp 625 psi Ct:Temperature Factor 1.0 <br /> E:Motlulus of Elasticity... x-x Bending y-y Bending Axial Cfu:Flat Use Factor 1.0 <br /> Kf:Built-up columns 1.0 <br /> Basic 1600 1600 1600 ksi Use Cr:Repetitive? No <br /> Minimum 580 580 Brace condition for deflection(buckling)along columns: <br /> X-X(width)axis: Unbracetl Length for X-X Axis buckling=9.0 ft,K=1 0 <br /> Y-Y(depth)axis: Fully bracetl against buckling along Y-Y Axis <br /> AP�111Ed L08dS �,. ,. =. 4irds entered. Load Factors 4vi!I be applied for calculations. <br /> ——— - - - —- . _ __ _. . _—. ---- --- --- <br /> Column self weiqht includetl:38.753 Ibs'Dead Load Factor <br /> AXIAL LOADS. . . <br /> Axial Load at 9.0 ft, D=7.0 k <br /> DESIGN SUMMARY <br /> Bending&Shear Check Results <br /> Max.Axial+Bending Stress Ratio = 0.8427:1 Maximum SERVICE Lateral Load Reactions.. <br /> Load Combination +D+H Top along Y-Y Q.p k Bottom along Y-Y Q Q 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 p.p in at 0.0 ft above base <br /> Applied Axial 7.039 k for load combinaGon: nla <br /> Applied Mx Q.Q k-ft <br /> Applied My ��k_ft Along X-X 0.0 in at 0.0 ft above base <br /> Fc:Allowable 454.562 psi for load combination:n/a <br /> Other Factors used to calculate atlowable stresses... <br /> _ Maximum Shear Stress Ratio= 0.0:1 Bendina Comaression Tension <br /> Load Combination +0.60D+0.70E+0.60H Cf or Cv:Size based factors 1.000 1.000 <br /> Location of max.above base g,Q ft <br /> Applied Design Shear 0.0 psi <br /> Allowable Shear 180.0 psi <br /> Maximum Deflections for Load Combinations - Unfactored Loatls <br /> __----—- ----- ------ _ -------_ _ ------- - - --- - - __ __ - -- <br /> Load Combination Max.X-X Deflec6on Distance Max.Y-Y Deflec6on Distance <br /> D Only 0.0000 in - O.00O ft 0.000 in 0.000 ft <br />