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Upslate�Enyineennn <br />FO Box 952 <br />Lynnwood, WA 88046 <br />20G280�a715 <br />sevices(�upslateeryine�ainntom <br />-- --_ _ _ <br />Wood Column <br />Descriplion �. PO�i L�ES�GN <br />Code Re/erences <br />Calculatiuns per 2005 NDS, IBC 200G, CBC 2007, ASCE 7-05 <br />Load Combinations Used : IBC 2006 <br />Generallnf�rmation ____ _ -- <br />Analysis Melhod : Allowable Stress Design <br />End Fixities Top Pinned, Bottom Fixed <br />Overall Calumn Height 8•� It <br />v � � ixdzoi�in-i��e;i�o-�;,�a�ro=i Fc� <br />F�,Faa,�c uic i���ma. a�.m^ai3s �r. vEre o 2. <br />Wood Seclion Name 4x4 <br />WoodGrdirglManul. GradedLum6er <br />Wood Member Type Sawn <br />:� Use-A /er non-sienoer ca�culonans ) Exatl Widlh 3.50 in AlloW Sire55 h1Cdi(iCa�iCn f'cCor`. <br />'NoodSpecies Hem Fir ExactDepth 3.50 in CforCvforBending <br />WoodGrade No.z prey 1225pin"2 ClorCvforCompressbn <br />Fb-Tension 850psi Fv 150 psi Ix 12.505 in^4 CtorCvfarTension <br />Fb - Compr 850 psi Ft 525 psi ly 12.505 in^4 Cm: Wet Use Factor <br />Fc - Pdl 1300 psi. Density Z�•� pd CL Temperawre Factor <br />Fc - Pcrp 405 psi Gu : Flat Use Factor <br />E� G9adulus r,� Elasli;:'dy ... x-x Bending y-y Bending Axial Kf: Buii4upcolumns <br />6?sic 1300 1300 1300 Y.si Use Cr : Repetitive ? <br />�tuiin wn 470 h�� °race condilion (or detlection (buckling) along columns : <br />;(-X (widlh) axis : Fully 6raced againsl buckling along X-X Ax��; <br />Y-Y (deplh) axis : Fully braced against tuckling aiong Y-Y Ax�; <br />Applied Loads <br />Column sel( weiqht included : 1 b.851 Ibs ' Dead Load F:ctoi <br />F�XIAL LOADS . .. <br />PT LOAD: /�ial Load al 8.0 ft, D= 0.585Q, Lr = 0.9?50 f: <br />FiENDING LOADS... <br />4VIND: LaL Poinl Load at BA tt crealinp Mx-x, !^! = 0.1430 k <br />DESIGNSUMMARY _.__ _____--- <br />i�ending 8 Shear Check Results <br />PASS P,tax. AxialtBending Stress Ratiu = 0.08621 : t <br />Load Com6ination +O+Lr+H <br />no�emin9lJOS Forumla Comp Only, fGFc' <br />Lcaiicn ol max.above base OA ft <br />!,t ,r:a+imum location values are . .. <br />!,{:„I;ed Axial 0.0 k <br />H�� I:^d Mz 0.0 k��l <br />i�pphetl Pdy 0.0 k�fl <br />Fr, �. �11!owable 1,495.0 psi <br />pASS :1z;imum Shear Stress Ratio= 0.0 : 1 <br />Load Combination +0.60D+070E+H <br />Le a6on of maz.aLove base OA ft <br />Applied Desgn Shear ��� Fs' <br />nliowahle Shear 150.0 p=_� <br />Load Combination Results _ _ _ . _ <br />LnadCombina)ion.__._ _____._ <br />D Only - -- �- <br />.p.��H <br />+O+Lr+H <br />.p+$+H <br />� D��0750Lr+0.750L�h1 <br />D �0750L �0.750S+H <br />� D.�N.H <br />)+0 7.^,F �H <br />„ .-... .�0.;�!�iC�F! <br />-C �-- <br />1.G00 <br />i .aon <br />1.000 <br />1.000 <br />1.000 <br />1.000 <br />1.000 <br />1.000 <br />i ono <br />1 �0 <br />1.150 <br />1 50 <br />1.0 <br />1.0 <br />10 <br />1.0 <br />No <br />Service loads eni[reA Lua[� Factars will be applicd (or calail.riion�s. <br />Maxlmum SERVICE Laterel Lo2d Reactions .. <br />Top along Y-Y 0.0 k Bonom along Y-Y <br />Top along X�X 0.0 k 6ottom along X�X <br />Ma:imum SERVICE Load Laleral Oelleclions... <br />Alon9 Y�Y 0.0 in at 0.0 It above bace <br />for loatl combinafion : nla <br />Aiong X-X 0.0 Ir� a� OA fl above basc <br />(or load wmhination : n/a <br />Other Factors used to calculate allowahle slresses ... <br />Bendin Compression <br />L'Ierrv.s��rehasedlac;ois 1500 i.t50 <br />G.0 k <br />00R <br />Tenaicn <br />Maximum Axial +Bendinq Slress Ralios Maxiinum SI�2ar halius <br />Slress Ra�io Slatus LaaCion Stress Ratio SIaNs Lccation _ <br />0.03297 PASS 0.0 tt 0.0 PASS 0.0 ft <br />0.03297 PASS 0.0(i 00 PASS 0.0 ft <br />O.G8621 PASS 0.011 <br />0.03297 PASS 0.0 it OA PASS OA ft <br />0.07290 D�SS 0.01t 0.0 P+\S� 0.0 fl <br />0.03297 Pia-��'� 0.011 0.0 ���:�;- 0.0 il <br />0.03297 PASS 0.011 0.0 I'i•.S� 0.0 it <br />0.03297 PASS 0.0 fl 0.0 PASS 09 (t <br />0.07290 PASS 0.011 OA i�'�SS 0.0 fI <br />