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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

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

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(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

Page 2

Solution Manual for Finite Element Analysis Theory and Application with ANSYS, 4th Edition - Page 2 preview image

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Page 3

Solution Manual for Finite Element Analysis Theory and Application with ANSYS, 4th Edition - Page 3 preview image

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[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

Page 4

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

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s00lh>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

Page 5

Solution Manual for Finite Element Analysis Theory and Application with ANSYS, 4th Edition - Page 5 preview image

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LLLLLLGNrssi[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

Solution Manual for Finite Element Analysis Theory and Application with ANSYS, 4th Edition - Page 6 preview image

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3K,=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

Solution Manual for Finite Element Analysis Theory and Application with ANSYS, 4th Edition - Page 7 preview image

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1BKi=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

Solution Manual for Finite Element Analysis Theory and Application with ANSYS, 4th Edition - Page 8 preview image

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'[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

Solution Manual for Finite Element Analysis Theory and Application with ANSYS, 4th Edition - Page 9 preview image

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1so0|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

Solution Manual for Finite Element Analysis Theory and Application with ANSYS, 4th Edition - Page 10 preview image

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oo5-5|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

Solution Manual for Finite Element Analysis Theory and Application with ANSYS, 4th Edition - Page 11 preview image

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withdhehelpofaWEPsychometacchart,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

Solution Manual for Finite Element Analysis Theory and Application with ANSYS, 4th Edition - Page 12 preview image

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'+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

Solution Manual for Finite Element Analysis Theory and Application with ANSYS, 4th Edition - Page 13 preview image

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22(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

Solution Manual for Finite Element Analysis Theory and Application with ANSYS, 4th Edition - Page 14 preview image

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112ooCont.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

Solution Manual for Finite Element Analysis Theory and Application with ANSYS, 4th Edition - Page 15 preview image

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©)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

Solution Manual for Finite Element Analysis Theory and Application with ANSYS, 4th Edition - Page 16 preview image

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,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
Textbook
Finite Element Analysis: Theory And...

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