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Solution Manual for Finite Element Analysis Theory and Application with ANSYS, 4th Edition - Document preview page 1

Solution Manual for Finite Element Analysis Theory and Application with ANSYS, 4th Edition - Page 1

Document preview content for Solution Manual for Finite Element Analysis Theory and Application with ANSYS, 4th Edition

Solution Manual for Finite Element Analysis Theory and Application with ANSYS, 4th Edition

Need help with textbook exercises? Solution Manual for Finite Element Analysis Theory and Application with ANSYS, 4th Edition offers comprehensive solutions that make studying easier.

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Page 1 of 16
Solution Manual for Finite Element Analysis Theory and Application with ANSYS, 4th Edition - Page 1 preview image(8)Using#we‘elementsrz4pHd=orzs-oionss\oJEBA=0.25inhoz0.187500"——@)orAszouzsin”R3:Ke.(Pwrhye4Zz4.1000lb0-2540.1875)(10-4X10)K,=(025+outgrs)(10-4x10)455000[hb2(5)’in:¢k,=(0:18751404125)(10-4X10)_3,e000[b=o=3lo2(5)nn1oyoussu,o3)10]-45455+325-325®)2=o—3-25328u,|oooWi=o,U,=0.002197(nUy=0008274in<=—_—Ee—(b)A=o025wm"NESZs1s247,A,=0.234375in.TeTas”As=0.1875i”a]Agz0111815im®)A,=0/5625mnLaloo1gAg=0.140425nnEsAg=028mI~StudyXY
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Solution Manual for Finite Element Analysis Theory and Application with ANSYS, 4th Edition - Page 2 preview imageDownloadedfromStudyXY.com®+StudyXYSdYe.o>\|iF’prE\3SStudyAnythingThisContentHasbeenPostedOnStudyXY.comassupplementarylearningmaterial.StudyXYdoesnotendroseanyuniversity,collegeorpublisher.Allmaterialspostedareundertheliabilityofthecontributors.wv8)www.studyxy.com
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Solution Manual for Finite Element Analysis Theory and Application with ANSYS, 4th Edition - Page 3 preview image[Cont.Ki=2015000lbKp1985000lbKzI755000teKy=162.5000LKs=1475000LeK¢=13¢S000LKq=1235000lbKg=losoeoloinini].°20f8000|20(Sebo)Iiug=)7iII|ESRE.i885008|—1755000)I]BS|—1755008|1758000|_j(25000UyOoASE.LoWAUSSUSUIINgHTus=|oo|_nll—|!a!uy,° JlstmeeA—{|—13(sues|13¢5000%—inasvolUgo§3i123See:JiAEEIORIDv|-B°o|i|123osoprvi1{oS000Ug]:~t/oSea|1105000Ug{oooii|wy=o0,Us=0-0004%28 Uy=0.00l0288,4<o.0olscs:Ug.=0.002219,U,=0.002808,a=0-003¢I34,u20.0044232Ug050053221ihEdn)[exactdefl_|Twoclone|Contclmeit]°oeTeTe156.000wes]0.000440287.50.003615Y0-003¢13q8-750.00442590.004232[0-0|oreo0.005274|0-0053281TEFo—StudyXY
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Solution Manual for Finite Element Analysis Theory and Application with ANSYS, 4th Edition - Page 4 preview images00lh>NECAooAuE\+/L1410:5412¢“¢K=Ks=(FE)EEae)[446PZKk=Kg=18,393,7501bwm(o.5+1Ya)(3-21rs)2:51Y3)(3Ky=Ky=—="770=1594250lb3’in2&)Ky=(X3)(3-27x10)_22,072,S001b.yn[1;s19393760-18359750)|uy©BTBrFon—2+1554iz50|7TH)||Ua°CTSHiRs0|T59H1250|2ao7i8edle]-+22072560iu.——3--22072500;22071500]Zisianse=o{+15941250]u[RSEENidTTTT4i=1S94/250]15991250|_\g393950i+13313750]©||TEEN||UsiJi|i|-18393150]18393750-5006||iiu|tiiie0(Win-&~T=(%n-4iyg27183¢yl)E~5.85483x1D-=fuiSEPEAARC|Cai)rTx16)psiCSEITENmo)FRTXIO)py.~12sLoe©44—~0:39749x40[nae(=139744411250)10x(3-27x43)TT=148psicp:==asaCheck:0)(~gr2maxisys85483)xiox¢PG)"500.a.+(327x10)ecolE2222JpepsiCcISE——A(lestzNO)WO)igsparccB.CSEangEaad)_[21sicES——éTT45acheeksEON(11258xi'h81200x109327016%)IipcCLEo5229spy¢Axz)Qasacheck:LtFomorAT(lesty3)z—StudyXY
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Solution Manual for Finite Element Analysis Theory and Application with ANSYS, 4th Edition - Page 5 preview imageLLLLLLGNrssi[UlKK=AEai£2o2K=KoGoReooe((BAX0)=Ry=0.025©qKyK,=Ky=1.32288%10Nwu23K,=(0:02)(0-00L)(48-9510)©Kyo.lq4yK,=0.08208x10MN800Km1°pe-.heres~+3198‘|oJolDismeussamiectnte29o8re¥Yao|.0.092469o.0gaeBylingshinYe_1-3229832208I1800|40556 —0.0%26%os\\Ye©\~0.082681.40556sagLUNFAC-][<]1-328L32288\(Uygoons|nIe}<=w=1.300BX10mu,2z.33135xmW,=2.449202x5meee—tea)U,-4313c0clgxiD-6)FULEYam(epanie)(1230088XI0TR)3950000=3.75MRL1YoonsZL=asacheck:VlFE-18%=3.95MPa.A(0-08)(0-006)TT3-6FEUg-ty|rpaad)(asaineUEXy1sMPa<yiolasacheek¢®_\30oN=1SMR,(0:02)(6.006>c-u9RRWCOEWYpqya)oTRION0,5gsmp,y0028-—StudyXY
Page 6 of 16
Solution Manual for Finite Element Analysis Theory and Application with ANSYS, 4th Edition - Page 6 preview image3K,=K,=(4)(er9@2x15)>4432K,K,K=Ky=7x0Ain.Kp=KyzKqzKs=lo-625)(s)EEN2)kdfru,)=Grrgakurits8i.«4K,kz=27343gLoi.(COMERSoo1bK.=(4)(273438)=(2)"(4)(273438)113750Lbi_®leopd“.pit7x10%1093750—1093750Ua°.B-1023750109375047x10-7x10"|o(Go3=7x107x1|Ly.od8093750—1093750[2]TPIbA|uy=-109375062093750Tae|\s|[+7x10"7x10|WMSoc}-5-y4Uy=7.042857x10°inU,=5.285714X10inU.=X10in —LeA—|—.-T.eVgyMath)-Lgs(ZT2)toesto.J2CTasacheck,FE.SeroteclbA()0a25)in4_s£aE(t)sand((S2ETRNEAC|ole,=£Ceiasocheck.No)Soweele(25)(0-125)int44CEFEULL)NEZz’2To—StudyXY|
Page 7 of 16
Solution Manual for Finite Element Analysis Theory and Application with ANSYS, 4th Edition - Page 7 preview image1BKi=7x10la2{1a}Ka=1093750lbm34[3:Ky=7x10fomnjlP=500(b(Inode1:IR-K,(Ua-ty)=0Ky(ua-up).K)(da-4,)nedez:4]Ky(tat)-Ka(U3-U)=0|x(uy,Ka(Uz-uz)nodes:|Ko(ds-tzy=Ky(Uy-U3)=oKy(Uq=Us)K3(uy-u3)nodey:34-4)sce|Ks(#y-Us)-P=oPInmatrixform:Ky=kUy(-R7-K,KitKa~Ky,u,)0\“kaKaw-kgNu[YoKsKX;|[uyP
Page 8 of 16
Solution Manual for Finite Element Analysis Theory and Application with ANSYS, 4th Edition - Page 8 preview image'[0]Kz80Ki=5Wnwykeztolb3Tol;rsIME)peel©Kky=20&—q©5“)Sizeoftheglobalmatrix:5x5oo©®@@o5-$5T70®rg-gle[x]=[5Je[k]=[%HH@@@a5s-57@<3"20RA®TTsje[rnos@@Koio5Fe)(¢)2-2071@KJ=[HAx]=[=20©5-5®~-55+845+20—-8-5~20[x=-8-s8:5-10—-20—-1020410420-2.0-1020applyingBCsandleads,wizu;zoF=fFE=io1b38-13-20(us©-1323ioUh=40—20 -1050Uy1)Uy=0-942mnCUy=0.874inUy=0:7501n<=node:R,<<Ki(Uy-wy)R=§(0962-0)=4.8lbnode5</3——rgafsRs=20(0-760-0)=15.21bKdq-us)notealsoasacheck,Ri3Rs=TE4.9415210410
Page 9 of 16
Solution Manual for Finite Element Analysis Theory and Application with ANSYS, 4th Edition - Page 9 preview image1so0|iTIoS88755]]|YCo5ggt—2.agl[EEToo~5-883.27|;|iooIPpy10||T°————I-10[10¢ass)|-0.581||Ta[4150|ii|oseEll|(TE)e.LSEN[nmSRTT|joesa.T.o|-ogl|e2.22.EEEEEEBEnlT°|||HRSELLAE—|IENENER|![=i|dlpdTe“8:|io|inn1501012-0417-31»T=°F|18.51<=39-12§q.4¢59.85ég4=UAAT=(047)(I50)(48-5785)=[gopBif¢he==]orasanotherexample:—_——i3=(e78N(156)(54-46-3012)=1googher(150)2-10)==[00Bl¥=A(T=Tos)©oUtodqola+12810451orghe2Resistance
Page 10 of 16
Solution Manual for Finite Element Analysis Theory and Application with ANSYS, 4th Edition - Page 10 preview imageoo5-5|T20123aanTy©o[TT[oleNa©0653_es1653|SE=|{oess]0.0534_.4,]T[o]1de]|n.22]"222%15I——EARE—SSi.ii|||1relTceo7/1isoL020:3722.0%UE2-95°F¢45.57¢¢.546g{=UALTasoanexample:$=(-941)¢s0)(68-4c.§4)=320BluheoraFsSEARLUiPEPYTT.>Revision,©171©R141:32+15+0-4516.63he
Page 11 of 16
Solution Manual for Finite Element Analysis Theory and Application with ANSYS, 4th Edition - Page 11 preview imagewithdhehelpofaWEPsychometacchart,usingadrybubTempof£2anddodo;weidentifyPB5CondensationfemperatureHo71bollTempbe42°FThuscondensationwilloccurbetweenSurfaces4and5.)Koo°!147”7|T[1sI|-1.[47+|~0.053T|oACATehteII000|—oes3ogsst2.227No—~2.22]2.224]_p.g|TEEiadHE°|VaATs|70|iitoanloos15016-81°$18dsoq9hF<=c9.1970=VAATASanexample:§=(147)(1000)70-68-19)=2ccoBAWheor—<=§=(147)(eve)(1-01-15)=zcéoBIL—StudyXY
Page 12 of 16
Solution Manual for Finite Element Analysis Theory and Application with ANSYS, 4th Edition - Page 12 preview image'+o22.5>oeSEIr20-5.88 5-88+2-5¢-2.5¢T.°22-5.-2.5¢2.564147—1.475l.“eaATT70“0JL22.520{tr}=26.95°F42-59707=YAALT=(5.88)(22-5)(2645-20)=ToBhsopasanotherexample:~—n=VLALT=(2.50)(22-S)(4251"26:85)=900eo<=—_—or E—(T-Toa)=_(22+5)(70-20):1TSPesistanee’(01146-3940:£8){=70BxI_hr
Page 13 of 16
Solution Manual for Finite Element Analysis Theory and Application with ANSYS, 4th Edition - Page 13 preview image22(A)=(y=(222:5)3)-1(0.5)=33.11inKiK2i22(A)=(A4y(10-544)(3)-3(0-5)=28.660in[3(32(Ay=(13)-30(0s):26.41in"<‘(K),=()«(3:14)(327618)1gp72,795Lb(4m£¢(Ky)=(K)o(gw@)(3:23x10)_15£20,2451b2)S\N,ET7in(Ky)=GANG)|4)5909921bcyn2¢DE)0-5)2(K),-(6)s=(K,),=(K,),=GIG)-S)are)2,947068bb¢in23(k)=GE)os)tzaxid)_4,270,602lo3;re=nTheCombinedstffnesses:Ki=Kgs=18072745+2,847,008=20719213Ky=Kg=1562024542,897,009=|g447,313Ky=2457099244,270,402=258615741©26YA3|~20419[oyioisurISEOPEEeEeiwlfo-XYTThESECaiidNYWNDCNUO-25gu,SYNRI271rsSB°—=ef[TRREEcong||Ye©i|ai||ms20403||Ug~(s00|JUi=oWa=~.79016515°in4z-ronas)xp?inSEELRTRRLTBCRPFECe—_—A—StudyXY
Page 14 of 16
Solution Manual for Finite Element Analysis Theory and Application with ANSYS, 4th Edition - Page 14 preview image112ooCont.LE(uw)-BennSYATsgw261ConcreteI=EE=SieFoy=E(Yast)=z311b¢£n>asacheck:6)-|ALE6A),=(6)(si)+2306)Eos)=oe1Bt-4-5TeE(t)GAmDCETECTC)gy2)4¢.inT=231b¢fi,in*.2,tAcheck;aA)+%.),=Go)(as¢1)+(231k))(o-5)=(060il(33)4-q0.=FoLB)(3-27x18)(=1-04/8x10+1-0Lasix(0)sac4in3)4FoA67%0)pag)(ortonave)agp.A4itCheck:ichy=odin)4(229)(3)(1)(0.6)==[000Ib:3)A),=BEE)ae)+0=Aeug-u(32711FTEgx(04LoC15X10)emBe(Mente)=(SiamxlrJeelk“)4¢int0;=23)1bCint.4pos(lcs)(3:27x10)(-2-9354age)Kio20h‘A‘in(5)—_—0's231NL,h*a)(5)@)Inote0=Fandb=ctasexpected.
Page 15 of 16
Solution Manual for Finite Element Analysis Theory and Application with ANSYS, 4th Edition - Page 15 preview image©)2N=A...E(Wy-U5)ad)l)3dy)Moy-KoNsKOR[05)=2A=A=AdeEe(Lig=U)+(A),E.(Uier=47)242]JAEtA)El(gmt)&244,30*¢nyA[Etsa1xe)sGes)CL)gtpoiens)=0.024Ib.jnor)GI)2yAeL~Jeornaereta]o.024E(2)AAACERT|af¢232.i=[(CRD010)320D)EI)Istaedrm)0.027or20¢)avAM=[”Jer:94TLEy1qoeIR)nD3:0.027AeBh),E+BE(uyuy)243>¢=NE[Ceniemad)sRODEN10aocroyort]204)=0.019lb.inA=GY)o-024)4o.o\q2(0-027)=2.42)\boain<=hod—_—
Page 16 of 16
Solution Manual for Finite Element Analysis Theory and Application with ANSYS, 4th Edition - Page 16 preview image,P=3slbeehr9Ry”Lrsrweet,I.@&xM=o(-€1b)(5iny+(35b)(Lin)y+F(Bin)=o£=3016f=Kx30lb=CoxX=0-5ihn<=ee801®—olTdrt.>2©m=2ACoSFu.=Sw;dw;adu;z=eSo(Lkyy-3(59K)$FG0)Cgxy=oKx-SIE).()(5)=opoGGG)toX=0-5in<=
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Subject
Mechanical Engineering
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Finite Element Analysis: Theory And...

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