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Department of Civil Engineering                                                           NPIC




                                            *> PaBdab
                                         (Deflection)

         CMBUkenHnwgbgðajBIrebobkMNt;PaBdabeGLasÞicrbs;FñwmedayeRbIviFIGaMgetRkalDub nigviFI
FrNImaRty:agsMxan;cMnYnBIrKW RTwsþIRkLaépÞm:Um:g; (moment-area method) nigviFI conjugate beam.
eKeRbIviFIGaMgetRkalDubedIm,ITTYl)ansmIkarEdlkMNt;CMral b¤mMurgVil (slope) nigExSekageGLasÞic.
viFIFrNImaRtpþl;nUvmeFüa)ayedIm,ITTYlmMurgVil nigPaBdabenARtg;cMnucCak;lak;NamYyenAelIFñwm.
viFITaMgenHmanKuNsm,tþi nigKuNvibtþrbs;va EdlRtUv)anerobrab;enAeBlENnaMBIviFInImYy².

*>!> düaRkamPaBdab nigExSekageGLasÞic
     (Deflection diagram and the elastic curve)
          PaBdabrbs;eRKOgbgÁúMGacekItBIktþaepSg²CaeRcIndUcCa
bnÞúk sItuNðPaB kMhuskñúgkarplit b¤sMrut. enAkñúgkarsikSa
KNna eKRtUvkMritEdnkMNt;eGayPaBdabedIm,IkarBarsñameRbH
EdlGacekItmanelIsMPar³EdlmanlkçN³RsYydUcCaebtug
b¤kMe)arbUk. elIsBIenH eRKOgbgÁúMminRtUvj½r b¤dabxøaMgeT edIm,I
bgðajsuvtßiPaBdl;GñkEdleRbIR)as;GKarenaH. eTaHbICay:ag
Nak¾eday enAeBlEdleKviPaK rcnasm<½n§minkMNt;edaysþaTic
eKRtUvkMNt;PaBdabRtg;cMnucCak;lak;enAelIeRKOgbgÁúM.
          PaBdabEdlBicarNaenAkñúgesovePAenHGnuvtþEteTA
elIrcnasm<½n§EdlmansMPar³CaeGLasÞic (linear elastic
material). eRkamlkçxNÐenH eRKagbgÁúMEdlrgbnÞúknwgRtLb;

eTArksßanPaBedImvij eRkayeBlEdleKdkbnÞúkecjmkvij.
PaBdabrbs;rcnasm<½n§RtUv)anbgáeLIgedaybnÞúkxagkñúgrbs;
vadUcCakMlaMgEkg (normal force), kMlaMgkat; (shear force)
b¤m:Um:g;Bt; (bending moment). b:uEnþ sMrab;Fñwm nigeRKag PaB
dabFMbMputRtUv)anbgáeLIgedaym:Um:g;Bt; b:uEnþkMlaMgtamG½kS
eFVIeGayman PaBdabrbs; truss.

PaBdab                                                                         T.Chhay   -242
mhaviTüal½ysMNg;sIuvil                                                      viTüasßanCatiBhubec©keTskm<úCa

         munnwgKNnamMurgVil b¤PaBdabrbs;cMnucenAelIFñwm b¤eRKag eKKYrKUrragrbs;eRKOgbgÁúMEdlrg
bnÞúk eRBaHvaCaEpñkmYyEdlCYyeyIgkñúgkarBinitülT§plEdl)anKNna. düaRkamPaBdabenHtMNag
eGayExSekageGLasÞicsMrab;cMnucenARtg;TIRbCMuTMgn;énRkLaépÞmuxkat;tambeNþayGgát;nImYy².
sMrab;cMeNaTPaKeRcIn eKminBi)akkñúgkarKUrExSekageGLasÞicenHeT. b:uEnþ enAeBlKUrExSekageGLa-
sÞic eKcM)ac;RtUvdwgBIlkçxNÐénkarekItmanmMurgVil nigPaBdabenARtg;TMr b¤enARtg;tMN. eyagtam
taragTI 8-1 TMrEdlTb;Tl;nwgkMlaMgdUcCa TMrsnøak;minGnuBaØateGaymanbMlas;TIenARtg;TMreT ehIy
TMrEdlTb;Tl;nwgm:Um:g; dUcCaTMrbgáb; minGnuBaØateGaymanmMurgVileT. cMNaMfa PaBdabénGgát;rbs;
eRKOgbgÁúMEdlmantMNbgÁb; (4) eFVIeGayGgát;enARtg;tMNenaHmanmMurgVilesμIKña. mü:agvijeTot Rbsin
ebIvatP¢ab;edaytMNsnøak; (5) mMurgVilrbs;Ggát;Rtg;tMNenaHnwgmantMélxusKña edaysartMNsnøak;
minGacTb;Tl;nwgm:Um:g;eT.




       RbsinebIeKBi)aksg;ExSekageGLasÞic dMbUgeKesñIeGaysg;düaRkamm:Um:g;Bt;sMrab;Fñwm nig
eRKag. edayeRbIkarkMNt;sBaØasMrab;m:Um:g;Bt;Edl)anbegáIteLIgenAkñúgCMBUkTI 4 m:Um:g;Bt;viC¢mancg;eFVI
eGayFñwm b¤Ggát;edkpt ¬rUbTI 8-1¦. dUcKña m:Um:g;Bt;GviC¢mancg;eFVIeGayFñwm b¤Ggát;edke)a:g ¬rUbTI
8-2¦ dUcenH RbsinebIeKsÁal;düaRkamm:Um:g;eKGacsg;ExSekageGLasÞicedaygay. ]TahrN_ eK
manFñwmdUcbgðajenAkñúgrUbTI 8-3 CamYynwgdüaRkamm:Um:g;rbs;va. edaysarTMrsnøak; nigTMrkl;
bMlas;TIenARtg;TMr A nigTMr D RtUvesμInwgsUnü. enAkñúgtMbn;m:Um:g;GviC¢man ExSekageGLasÞicnwge)a:g
ehIyenAkñúgtMbn;m:Um:g;viC¢man ExSekageGLasÞicnwgpt. vaRtUvmancMnucrbt;enARtg;cMnucEdlExSekagbþÚr
PaBekag edaysarRtg;cMnucenHCacMnucm:Um:g;sUnü. edayeRbIeKalkarN_dUcKña cMNaMBIrebobKUrExSekag
eGLasÞicsMrab;FñwmenAkñúgrUbTI 8-4 EdlQrelIdüaRkamm:Um:g;Bt;rbs;va. ]TahrN_xageRkambgðajBI
rebobKUrExSekagPaBdabsMrab;Fñwm nigsMrab;eRKagedayeRbIeKalkarN_TaMgenH.



Deflection                                                                           T.Chhay   -243
Department of Civil Engineering                                               NPIC




]TahrN_ 8-1³ sg;rUbragdabrbs;FñwmnImYy²EdlbgðajenAkñúgrUbTI 8-5.




PaBdab                                                             T.Chhay   -244
mhaviTüal½ysMNg;sIuvil                                                     viTüasßanCatiBhubec©keTskm<úCa

dMeNaHRsay³
enAkñúgrUbTI 8-5a TMrkl;enARtg;cMnuc A GnuBaØateGaymanmMurgVilEdlminGnuBaØateGaymanPaBdabeT
xN³EdlTMrbgáb;enARtg; B Tb;mineGaymanTaMgmMurgVilTaMgPaBdab. rUbragdabRtUv)anbgðajedayExS
dit. enAkñúgrUbTI 8-5b minGacmanmMurgVil nigPaBdabekItmanenARtg;TMr A nig B eT. enAkñúgrUbTI 8-
5c m:Um:g;nwgeFVIeGaycugTMenr A vil. m:Um:g;enHnwgeFVIeGaycugsgçagrbs;FñwmbMlas;TI EtenARtg;TMr B
nig C minmanPaBdabeT. cMNaMfa kMNat;Ggát; CD enArkSaragminxUcRTg;RTay ¬bnÞat;Rtg;¦ edaysar
KμankMlaMgxagkñúgGnuvtþeTAelIva. enAkñúgrUbTI 8-5d snøak;enARtg;cMnuc B GnuBaØateGaymankarvil
edayesrI ehIymMurgVilrbs;ExSekagPaBdabnwgbþÚry:agelOnenARtg;cMnucenH xN³EdlFñwmRtUv)anTb;
edayTMrrbs;va. enAkñúgrUbTI 8-5e FñwmpSMdabdUcbgðaj. mMurgVilbþÚry:agxøaMgenAsgçagsnøak;Rtg;cMnuc B .
cugeRkay sMrab;rUbTI 8-5f ElVg BC nwgdabedayptedaysarbnÞúk. edaysarvaCaFñwmCab; ElVgcug
nwgdabedaye)a:g.

]TahrN_ 8-2³ sg;rUbragdabrbs;eRKagnImYy²EdlbgðajenAkñúgrUbTI 8-6.




Deflection                                                                          T.Chhay   -245
Department of Civil Engineering                                                                 NPIC



dMeNaHRsay³
enAkñúgrUbTI 8-6a enAeBlbnÞúk P rujtMN B nigtMN C eTAsþaM vanwgeFVIeGayssrnImYy²vilRsbRTnic
naLika. CalT§pl tMN B nigtMN C RtUvEtvilRsbRTnicnaLika. edaysarGgát;RtUvrkSamMurbs;tMN
EdlmanTMhM 90o dUcenHFñwmnwgxUcRTg;RTajdUcbgðajedaykMeNagrbs;vapøas;bþÚrBIpteTAe)a:g. cMNaM
fakarpøas;bþÚkMeNagEbbenHeFVIeGayekItmancMnucrbt;enAkñúgFñwm. enAkñúgrUbTI 8-6b bnÞúk P eFVIeGay
tMN A / B nig C pøas;TIeTAsþaM EdleFVIeGayssrnImYy²ekagdUcbgðaj. tMNbgáb;RtUvEtrkSamMuEkg
rbs;va dUcenHGgát; BC nig CD RtUvEtpøas;bþÚrPaBekagedaymancMnucrbt;enAEk,rkNþalGgát;. enA
kñúgrUbTI 8-6c bnÞúkbBaÄrEdlmanGMeBIenAelIeRKagsIuemRTInwgeFVIeGayFñwm CD pt EdleFVIeGaytMN
C vilRsbRTnicnaLika ehIyeFVIeGaytMN D vilRcasRTnicnaLika. edaysarvaRtUvrkSamMuEkgrbs;va

eGayenAdEdl enaHssrRtUvekagdUcbgðaj. dUcenHGgát; BC nig DE RtUvEte)a:g EdleFVIeGaytMN
 B vilRcasRTnicnaLika ehIytMN E vilRsbRTnicnaLika. cugeRkay enAkñúgrUbTI 8-6d bnÞúk P ruj

tMN B nigtMN C eTAsþaM EdleFVIeGayssrekagdUcbgðaj. tMNbgáb;Rtg; B RtUvrkSamMuEkgrbs;va
b:uEnþvaminmankarTb;kñúgkarvilrvagGgát;EdltP¢ab;enARtg;cMnuc C eT edaysartMN C CatMNsnøak;.
Cavi)ak manEtFñwm CD minmankarpøas;bþÚrkMeNag.

*>@> RTwsþIFñwmeGLasÞic (Elastic-curve theory)
         enAkñúgkfaxNÐenH eyIgnwgbegáItsmIkard¾sMxan;cnYnBIredayP¢ab;TMnak;TMngrvagm:Um:g;Bt;enAkñúg
                                                          M
FñwmeTAnwgbMlas;TI nigmMurgVilénExSekageGLasÞicrbs;va. smIkarTaMgenHbegáItCaeKalkarN_sMrab;viFI
KNnaPaBdabEdlerobrab;enAkñúgCMBUkenH ehIysMrab;mUlehtuenH eKRtUvyl;BIkarsnμt; nigEdnkMNt;
EdleRbIenAkñúgkarbegáItviFIenHeGay)anc,as;.
         edIm,IbegáItTMnak;TMngenH eyIgnwgkMritkarviPaKeGayenAkñúgkrNITUeTAbMputEdlFñwmxUcRTg;RTay
edaybnÞúkmanGMeBIEkgeTAnwgG½kS x rbs;Fñwm ehIyvasßitenAkñúgbøg; x −ν müa:geTotmuxkat;rbs;Fñwm
manlkçN³sIuemRTI ¬rUbTI 8-7a¦. edaysarbnÞúk kMhUcRTg;RTayrbs;FñwmnwgekIteLIgedaysar
kMlaMgkat; nigm:Um:g;Bt;. RbsinebIFñwmmanRbEvgFMCagkMBs;rbs;vaxøaMgenaH kMhUcRTg;RTajEdlFMCageK
nwgbgáeLIgedaym:Um:g;Bt; dUcenHeyIgnwgykcitþTukdak;EteTAnwgT§iBlrbs;m:Um:g;Bt;b:ueNÑaHsMrab;Fñwm
enAeBlenH. PaBdabEdlbgáedaykMlaMgkat;nwgRtUv)anerobrab;enAeBleRkayenAkñúgemeronenH.
         enAeBlm:Um:g;Bt; M eFVIeGayFatuénFñwmxUcRTg;RTay mMurvagmuxkat;køayCa dθ ¬rUbTI 8-7b¦.
RbEvgFñÚ dx EdltMNageGaycMENkrbs;ExSekageGLasÞicRbsBVCamYynwgG½kSNWtsMrab;muxkat;nImYy
PaBdab                                                                               T.Chhay   -246
mhaviTüal½ysMNg;sIuvil                                                 viTüasßanCatiBhubec©keTskm<úCa

². eKkMNt;kaMkMeNagsMrab;FñÚenHedaycMgay ρ EdlRtUv)anvas;BIp©iténkMeNag O' eTA dx . FñÚenAelI
Ggát;eRkABI dx rgnUvbMErbMrYlrageFobEkg (normal strain). Ca]TahrN_ bMErbMrYlrageFobenAkñúg
kMNat;FñÚ ds ¬EdlsßitenAcMgay y BIG½kSNWt¦ KW ε = (ds'−ds ) / ds . b:uEnþ ds = dx = ρdθ ehIy
ds ' = (ρ − y )dθ dUcenH

                 ε=
                      (ρ − y )dθ − ρdθ        b¤ ρ = − εy
                                                       1
                             ρdθ
RbsinebIvaCasMPar³sac;mYy (homogeneous) ehIyeFVIkarCalkçN³eGLasÞic enaHeKGacGnuvtþc,ab;
h‘Uk (Hooke’s law) ε = σ / E . ehIymüa:geTot eKmansmIkarkugRtaMgm:Um:g;Bt; σ = −My / I .
edaypSMsmIkarTaMgenH ehIyCMnYsvaeTAkñúgsmIkarxagelI eyIg)an
                   1         M
                         =                                                           (8-1)
                   ρ         EI
Edl        kaMrbs;kMeNagenARtg;cMnucCak;lak;enAelIExSekageGLasÞic ¬eKehA1 / ρ CakMeNag¦
             ρ=
       M = m:Um:g;Bt;enAkñúgFñwmenARtg;cMnucEdleKRtUvkarkMNt; ρ

       E = m:UDuleGLasÞicrbs;sMPar³

       I = m:Um:g;niclPaBrbs;FñwmEdlKNnaeFobG½kSNWt.

      plKuN EI enAkñúgsmIkar 8-1 eKeGayeQμaHfaPaBrwgTb;nwgkarBt;begáag (flexural rigidity)
ehIyvamantMélviC¢manCaTUeTA. edaysar dx = ρdθ enaHBIsmIkar 8-1
                              M
                   dθ =          dx                                                  (8-2)
                              EI
        RbsinebIeyIgeRCIserIsG½kS v viC¢manenAeBlvamanTisedAeLIgelI ¬rUbTI 8-7a¦ ehIyRbsin
ebIeyIgsresrsmIkarkMeNag1 / ρ CaGnuKmn_én x nig v enaHeyIgGackMNt;ExSekageGLasÞicsMrab;
Fñwm. enAkñúgesovePA calculus PaKeRcInbgðajfa
                   1              d 2ν / dx 2
                         =
                   ρ         [1 + (dν / dx) ]
                                           2 3/ 2

                          d 2ν / dx 2
dUcenH             M
                     =
                              [                 ]
                                                                                     (8-3)
                   EI 1 + (dν / dx )2           3/ 2


smIkar 8-3 CasmIkarDIepr:g;Esül nonlinear dWeRkTIBIr. dMeNaHRsayrbs;va ν = f (x ) eGaynUv
ragBitR)akdénExSekageGLasÞic ¬edaysnμt;fa PaBdabrbs;FñwmekIteLIgedaysarEtm:Um:g;Bt;
b:ueNÑaH¦. edIm,IsMrYlkñúgkaredaHRsaynUvcMeNaTy:ageRcIn eKsMrYlsmIkar 8-3 eGaymanlkçN³gay
RsYl. edaysarmMurgVilrbs;ExSekageGLasÞicsMrab;rcnasm<½n§PaKeRcInmantMéltUcEmnETn eyIgnwg

Deflection                                                                      T.Chhay   -247
Department of Civil Engineering                                                               NPIC



eRbIRTwsþIPaBdabtUc (small deflection theory) ehIysnμt;fa dv / dx ≈ 0 . Cavi)ak kaeréntMél
dv / dx Gacecal)anRbsinebIeRbobeFobnwgtMélÉktþa dUcenHsmIkar 8-3 kat;bnßymkRtwm
                     d 2v         M
                             =                                                      (8-4)
                      dx 2        EI
edaysarkarsnμt; dv / dx ≈ 0 enaHRbEvgedImrbs;G½kSFñwm x nigkMNat;FñÚrbs;ExSekageGLasÞicnwg
manRbEvgRbEhlKña. eyIgGacniyaymüa:geTotfa ds enAkñúgrUbTI 8-7b manRbEvgRbEhlnwg dx
                     ds = dx 2 + dν 2 = 1 + (dν / dx )2 dx ≈ dx
lT§plenHbgðajfacMnucenAelIExSekagmanbMlas;TIEttamTisQr nigmanbMlas;TItamTisedkeT.




*>#> viFIGaMgetRkalDub (The double integration method)
         enAeBlEdleKKNnasmIkarm:Um:g:Bt; M CaGnuKmn_énTItaMg x enaHGaMgetRkalbnþbnÞab;én
smIkar 8-4 pþl;nUvPaBdabrbs;Fñwm θ ≈ tan θ = dν / dx = ∫ (M / EI )dx ¬smIkar 8-2¦ ehIysmIkar
rbs;ExSekageGLasÞicν = f (x ) = ∫∫ (M / EI )dx erogKña. sMrab;kareFVIGaMgetRkalnImYy² eKcaM)ac;
RtUvbBa©Úl “tMélefrrbs;GaMgetRkal” ehIybnÞab;mkedaHRsayrktMélefrenaHedIm,ITTYl)andMeNaH
Rsay. BIkfaxNÐ 4-2 RbsinebIbnÞúkenAelIFñwmminEmnCaGnuKmn_Cab; ¬vamanes‘rIénbnÞúkcMcMnuc nig
bnÞúkBRgay¦ enaHeKRtUvsresrsmIkarGnuKmn_m:Um:gBt;CaeRcIn EdlsmIkarnImYy²mann½yEtenAkñúg
                                                 ;
tMbn;EdlsßitenAcenøaHPaBdac;. Ca]TahrN_ eKmanFñwmdUcbgðajenAkñúgrUbTI 8-8. eKRtUvsresr
smIkarGnuKmn_m:Um:g;Bt;enAkñúgtMbn; AB / BC nig CD CaGnuKmn_eTAnwgGab;sIus x1 / x2 nig x3 . enA
eBleKeFVIGaMgetRkalGnuKmn_TaMgenHtamkarGnuvtþénsmIkar 8-4 CamYynwgkarkMNt;tMélefrrbs;
PaBdab                                                                             T.Chhay   -248
mhaviTüal½ysMNg;sIuvil                                                  viTüasßanCatiBhubec©keTskm<úCa

GaMgetRkal GnuKmn_nwgeGaynUvmMurgVil nigPaBdab ¬ExSekageGLasÞic¦ sMrab;tMbn;nImYy²rbs;Fñwm.




karkMNt;sBaØa³ enAeBlGnuvtþsmIkar 8-4 eKcaM)ac;RtUveRbIsBaØad¾RtwmRtUvsMrab;m:Um:g;Bt; M Edl)an
begáItedaykarkMNt;sBaØaEdleRbIenAkñúgkarbMEbksmIkarenH ¬rUbTI 8-9a¦. elIsBIenH rMlwkfaPaB
dabν viC¢man manTisedAeLIgelI ehIyCalT§pl mMurgVil θ viC¢manRtUv)anvas;edayRcasRTnicnaLika
BIG½kS x . ehtuplsMrab;karkMNt;sBaØaenHRtUv)anbgðajenAkñúgrUbTI 8-9b. enATIenH kMeNIn dx nig
dν enAelIG½kS x nigν mantMélviC¢man eFVIeGaykMeNIn dθ vilRcasRTnicnaLika. ehIyedaysarEtmMu

rgVil θ mantMéltUc enaHeKGackMNt;tMélrbs;vaEdlKitCara:düg;edaypÞal;BIθ ≈ tan θ = dν / dx .
lkçxNÐCab; niglkçxNÐRBMEdn (boundary and continuity condition)³ eKkMNt;tMélrbs;GaMget-
RkaledaykMNt;GnuKmn_sMrab;mMurgVil nigGnuKmn_sMrab;bMlas;TIenARtg;cMnucCak;lak;enAelIFñwm EdleK
GacdwgtMélrbs;GnuKmn_. tMélTaMgenHRtUv)aneKehAfalkçxNÐRBMEdn. Ca]TahrN_ RbsinebIFñwmRtUv
)anRTedayTMrkl; b¤TMrsnøak; enaHeKTamTareGaybMlas;TIrbs;vaesμIsUnüenARtg;cMnucenaH. ehIy enA
Rtg;TMrbgáb; TaMgmMurgVil nigbMlas;TIesμInwgsUnü.
          RbsinebIeKminGaceRbIEtkUGredaen x edIm,IedaHRsaysmIkarsMrab;mMurgVilrbs;Fñwm b¤ExSekag
eGLasÞic enaHeKRtUveRbIlkçxNÐCab;edIm,IkMNt;tMélefrrbs;GaMgetRkalxøH. BicarNaFñwmenAkñúgrUbTI
8-10. enATIenH kUGredaen x1 nig x2 mann½yEtenAkñúgtMbn; AB nig BC erogKña. enAeBleKTTYl)an
GnuKmn_sMrab;mMurgVil nigGnuKmn_sMrab;PaBdabenARtg;cMnuc B ¬ x1 = x2 = a ¦ dUcenHExSekageGLa
sÞicmanlkçN³Cab;enARtg;cMnucenH. edayKittamn½yKNitviTüa vaTamTareGayθ1 (a ) = θ 2 (a ) ehIy
ν 1 (a ) = ν 2 (a ) . eKGaceRbIsmIkarTaMgenHsMrab;kMNt;tMélefrrbs;GaMgetRkalcMnYnBIr.




Deflection                                                                       T.Chhay   -249
Department of Civil Engineering                                                                 NPIC



dMeNIrkarkñúgkarviPaK (Procedure for analysis)
         CMhanxageRkampþl;nUvviFIsMrab;kMNt;mMurgVil nigPaBdabrbs;FñwmedayeRbIviFIGaMgetRkalDub.
eKKYrdwgfaviFIenHsaksmsMrab;EtPaBdabeGLasÞicsMrab;FñwmEdlmanmMurgViltUcb:ueNÑaH. elIsBIenH
viFIenHBicarNaEtPaBdabEdlbNþalBIm:Um:g;Bt;b:ueNÑaH. PaBdabbEnßmEdlbNþalBIkMlaMgkat;CaTUeTA
esμInwgBIr b¤bIPaBryénPaBdabedaym:Um:g;Bt;b:ueNÑaH dUcenHCaFmμtavaRtUv)aneKecalsMrab;karGnuvtþ.
ExSekageGLasÞic
          sg;KMehIjénExSekageGLasÞicrbs;Fñwm. rMlwkfacMnucénmMurgVil nigPaBdabsUnüekItmanenA
          Rtg;TMrbgáb; ehIyPaBdabsUnüekItmanenARtg;TMrkl; nigTMrsnøak;.
          sg;G½kSkUGredaen x nig v . G½kS x RtUvEtRsbeTAnwgG½kSFñwmEdlminTan;xUcRTg;RTay ehIy
          Kl;rbs;vaenAEpñkxageqVgrbs;Fñwm EdlTisedATissþaMCaTisedAviC¢man.
          RbsinebImanbnÞúkEdlmanCab;eRcIn eKRtUvbegáItkUGredaen x Edlmann½ysMrab;tMbn;nImYy²
          rbs;FñwmrvagPaBminCab;enaH.
          enARKb;krNITaMgGs; G½kSν mantMélviC¢manenAeBlEdlvamanTisedAeLIgelI
GnuKmn_bnÞúk b¤GnuKmn_m:Um:g;Bt;
          sMrab;tMbn;nImYy²EdlenAkñúgenaHmankUGredaen x eKRtUvsresrsmIkarm:Um:g;Bt; M CaGnuKmn_
          én x .
          eKEtgEtsnμt;fam:Um:g;Bt; M eFVIGMeBIkñúgTisedAviC¢manenAeBlEdlGnuvtþsmIkarlMnwgedIm,IkMN
          t; M = f (x ) .
mMurgVil nigExSekageGLasÞic
          eday EI CatMélefr GnuvtþsmIkarm:Um:g; EId 2ν / dx 2 = M (x ) EdlTamTarGaMgetRkalcMnYnBIr
          dg. sMrab;kareFVIGaMgetRkalnImYy² eKcaM)ac;RtUvEtbBa©ÚltMélefrrbs;GaMgetRkal. eK
          kMNt;tMélTaMgenHedayeRbIlkçxNÐRBMEdnsMrab;TMr ehIyeKeRbIlkçxNÐCab;sMrab;GnuKmn_BIr
          CYbKña.
          enAeBlEdleKkMNt;efrGaMgetRkalehIy eKRtUvCMnYsvaeTAkñúgsmIkarmMurgVil nigsmIkarPaB
          dabeLIgvij. cugeRkay eKGackMNt;mMurgVil nigPaBdabenARtg;cMnucCak;lak;enAelIExSekag
          eGLasÞic)an. eKGacepÞógpÞat;lT§plEdlTTYledaylkçN³RkaPicedayeRbobeFobvaCa
          mYynwgExSekageGLasÞicEdleyIg)anKUrBIxagelI.
          tMélviC¢mansMrab;mMurgVilKWRcasRTnicnaLika ehIyPaBdabviC¢manmanTisedAeLIgelI.
PaBdab                                                                               T.Chhay   -250
mhaviTüal½ysMNg;sIuvil                                                    viTüasßanCatiBhubec©keTskm<úCa

]TahrN_ 8-3³ Fñwmkugs‘ulEdlbgðajenAkñúgrUbTI 8-11a rgm:Um:g; M enAcugTMenrrbs;va.
                                                                     0

kMNt;smIkarExSekageGLasÞic. EI CatMélefr.




dMeNaHRsay³
ExSekageGLasÞic³ bnÞúkxageRkAeFVIFñwmxUcRTg;RTaydUcbgðajenAkñúgrUbTI 8-11a. tamkarGegát
eKGackMNt;m:Um:g;Bt;enAkñúgFñwmTaMgmUledayeRbIEtkUGredaen x .
GnuKmn_m:Um:g;Bt;³ BIdüaRkamGgÁesrI CamYynwgm:Um:g;Bt; M EdlmanGMeBIenAkñúgTisedAviC¢man ¬rUbTI 8-
11b¦ eyIg)an
                   M = M0
mMurgVil nigExSekageGLasÞic³ edayGnuvtþsmIkar 8-4 nigedayeFVIGaMgetRkalBIrdgenaH
                      d 2ν
                   EI       = M0                                                        (1)
                       dx
                      dν
                   EI      = M 0 x + C1                                                 (2)
                      dx
                          M x2
                   EIν − 0 + C1 x + C 2                                                 (3)
                             2
edayeRbIlkçxNÐRBMEdn dν / dx = 0 enARtg; x = 0 nigν = 0 enARtg; x = 0 enaH C1 = C2 = 0 .
edayCMnYslT§plTaMgenHeTAkñúgsmIkar (2) nig (3) CamYynwg θ = dν / dx eyIg)an
                    M0x
                   θ=
                     EI
                    M x2
                  ν= 0
                     2 EI
mMurgVilGtibrma nigPaBdabGtibrma ekItmanenARtg;cMnuc A Edl x = L
                          M 0L
                   θA =                                                                 (4)
                           EI
                          M L2
                  νA     = 0                                                            (5)
                           2 EI




Deflection                                                                         T.Chhay   -251
Department of Civil Engineering                                                                         NPIC



lT§plviC¢mansMrab; θ A bgðajfacMnuc A xUcRTg;RTayedayvilRcasRTnicnaLika ehIylT§plviC¢man
sMrab;ν A bgðajfaPaBdabenARtg;cMnuc A manTisedAeLIgelI. lT§plenHRtUvKñanwglT§plEdl)anKUr
RBagenAkñúgrUbTI 8-11a.
          edIm,ITTYl)anKMnitxøHCaTMhMCak;EsþgsMrab;mMurgVil nigPaBdabenARtg;cMnuc A eKeGayFñwmenA
kñúgrUbTI 8-11a manRbEvg 3.6m Tb;Tl;nwgm:Um:g; M 0 = 20kN .m ehIyFñwmenHRtUv)ansg;BIEdkEdl
man Est = 200GPa . RbsinebIeKsikSaKNnaFñwmenHedaymineRbIemKuNsuvtßiPaBedaysnμt;fa kug
RtaMgEkgGnuBaØatesμInwgkugRtaMgyal (yield stress) σ aloow = 250 N / mm 2 enaHeKrkeXIjfamuxkat;
W 6 × 9 ¬ I = 6.8 ⋅ 10 6 mm 4 ¦ manlkçN³RKb;RKan;kñúgkarTb;Tl;nwgbnÞúkxageRkAenH. BIsmIkar (4)

nig (5) eyIgTTYl)an
                                          20kN .m(3.6m )
                     θA =
                             [200 ⋅10 kN / m ][6.8 ⋅10
                                      6        2          6
                                                              × 10 −12 m 4   ] = 0.0529rad
                                          20kN .m(3.6m )2
                     νA =
                                  [                ][
                             2 200 ⋅ 10 6 kN / m 2 6.8 ⋅ 10 6 × 10 −12 m 4    ] = 95.3mm
edaysar θ A = 0.00280(10 −6 ) << 1 enaHvabgðajfakareRbIR)as;smIkar 8-4 manlkçN³RbesIrCag
             2


karGnuvtþsmIkar 8-3 sMrab;karkMNt;PaBdabrbs;Fñwm. ehIy edaysarkarGnuvtþCaelxenHGnuvtþeTA
elIFñwmkugs‘ul dUcenHeyIgTTYl)anθ max nigν max mantMélFMCagθ max nigν max sMrab;FñwmTMrsamBaØ.

]TahrN_ 8-4³ FñwmenAkñúgrUbTI 8-12a rgbnÞúk P enAxagcugTMenrrbs;va. kMNt;bMlas;TIenARtg; C .
EI   CatMélefr.




dMeNaHRsay³
ExSekageGLasÞic³ FñwmxUcRTg;RTaykñúgTMrg;dUcbgðajenAkñúgrUbTI 8-12a. edaysarEtbnÞúk eKRtUv
BicarNakUGredaen x BIIr.
PaBdab                                                                                       T.Chhay   -252
mhaviTüal½ysMNg;sIuvil                                                             viTüasßanCatiBhubec©keTskm<úCa

GnuKmn_m:Um:g;Bt;³ edayeRbIdüaRkamGgÁesrIEdlbgðajenAkñúgrUbTI 8-12b eyIg)an
                          P
                   M1 = −   x1          0 ≤ x1 ≤ 2a
                          2
                          P
                   M 2 = − x2 +
                                3P
                                   ( x 2 − 2a )
                          2      2
                         = Px 2 − 3Pa        2a ≤ x 2 ≤ 3a
mMurgVil nigExSekageGLasÞic³ edayGnuvtþsmIkar 8-4
                    d 2ν 1
sMrab; x1 / EI 2 = − P x1     2
                       dx1
                      dν        P 2
                   EI 1 = − x1 + C1                                                              (1)
                      dx1        4
                              P 3
                   EIν 1 = − x1 + C1 x1 + C 2                                                    (2)
                             12
                      d ν2
                        2
sMrab; x2 /        EI     2
                             = Px 2 − 3Pa
                       dx 2
                      dν 2 P 2
                   EI       = x 2 − 3Pax 2 + C3                                                  (3)
                      dx 2     2
                            P 3 3
                   EIν 2 = x 2 − Pax 2 + C3 x 2 + C 4
                                         2
                                                                                                 (4)
                            6      2
eKkMNt;efrGaMgetRkalTaMgbYnedayeRbIlkçxNÐRBMEdnbI eBalKWν 1 = 0 enARtg; x1 = 0 / ν 1 = 0 enA
Rtg; x1 = 2a nigν 2 = 0 enARtg; x2 = 2a nigsmIkarénPaBCab;mYy. enATIenH PaBCab;rbs;mMurgVil
enARtg;TMrkl;TamTareGay dν 1 / dx1 = dν 2 / dx2 enARtg; x1 = x2 = 2a . cMNaMfaPaBCab;énbMlas;
TIenARtg;cMnuc B RtUv)aneKKitenAkñúglkçxNÐRBMEdnrYcehIy edaylkçN³minpÞal;edaysar ν 1 = ν 2 =
0 enARtg; x1 = x 2 = 2a . edayGnuvtþlkçxNÐTaMgbYnenH eyIg)an

ν 1 = 0 enARtg; x1 = 0          0 = 0 + 0 + C2

ν 1 = 0 enARtg; x1 = 2a         0 = − (2a )3 + C1 (2a ) + C 2
                                        P
                                       12
ν 2 = 0 enARtg; x 2 = 2a        0 = (2a )3 − Pa(2a )3 + C3 (2a ) + C 4
                                     P         3
                                     6         2
dν 1 (2a ) dν 2 (2a )
          =                        −
                                        P
                                          (2a )2 + C1 = P (2a )2 − 3Pa(2a ) + C3
  dx1        dx 2                       4               2
edayedaHRsaysmIkarxagelI eyIg)an
        Pa 2                               10 2
C1 =               C2 = 0          C3 =       Pa             C 4 = −2 Pa 3
         3                                  3
edayCMnYs C3 nig C4 eTAkñúgsmIkar (4) eyIg)an
         P 3 3 Pa 2 10 Pa 2          2 Pa 3
ν2 =         x2 −      x2 +     x2 −
        6 EI      2 EI      3EI        EI

Deflection                                                                                  T.Chhay   -253
Department of Civil Engineering                                                              NPIC



eKGackMNt;PaBdabenARtg;cMnuc C edayCMnYs x2 = 3a . eyIg)an
                                  Pa 3
                     νc = −
                                  EI


*>$> RTwsþIRkLaépÞm:Um:g; (Moment-Area Theorems)
        KMnitedImcMnYnBIrsMrab;RTwsþIRkLaépÞm:Um:g;RtUv)anbegáIteLIgeday Otto Mohr nigeRkaymk
RtUv)anbkRsayCapøÚvkareday Charles E. Greene enAkñúgqñaM 1873. RTwsþITaMgenHpþl;nUvbec©keTs
RkaPicBak;kNþal (semigraphical technique) sMrab;kMNt;mMurgVilénExSekageGLasÞic nigPaBdab
rbs;vaEdlbNþalBIm:Um:g;Bt;. vamanKuNsm,tþiBiessenAeBleKeRbIvasMrab;edaHRsaycMeNaTEdl
Tak;TgnwgFñwm. CaBiessFñwmEdlrges‘rIénbnÞúkcMcMnuc b¤EdlkMNat;rbs;vamanm:Um:g;niclPaBxusKña.




        eKeyageTAelIFñwmEdlrgbnÞúkdUcbgðajenAkñúgrUbTI 8-13a edIm,IbegáItRTwsþITaMgenH. Rbsin
ebIeyIgKUrdüaRkamm:Um:g;Bt;sMrab;Fñwm ehIybnÞab;mkEckvanwgPaBrwgTb;nwgkarBt;begáag (flexural
rigidity) EI enaHeKTTYl)andüaRkam M / EI dUcEdlbgðajenAkñúgrUbTI 8-13b. tamsmIkar 8-2
                          ⎛M ⎞
                     dθ = ⎜ ⎟dx
                          ⎝ EI ⎠
dUcenH eyIgeXIjfabMErbMrYlmMurgVil dθ énbnÞat;b:HenAelIRCugsgxagrbs;Fatu dx esμInwgRkLaépÞqUtén
ExSekag M / EI ¬BIcMnuc A eTAcMnuc B énrUbTI 8-13¦. kareFVIGaMgetRkalBIcMnuc A enAelIExSekag
eGLasÞiceTAcMnuc B ¬rUbTI 8-13c¦ eyIg)an
                                   BM
                     θB/ A = ∫              dx                                     (8-5)
                                   A   EI
          smIkarenHbegáIt)anCaeKalkarN_sMrab;RTwsþIRkLaépÞm:Um:g;TImYy.
PaBdab                                                                            T.Chhay   -254
mhaviTüal½ysMNg;sIuvil                                                        viTüasßanCatiBhubec©keTskm<úCa

RTwsþITI1³ bMErbMrYlmMurgVilrvagcMnucBIrenAelIExSekageGLasÞicesμInwgRkLaépÞrbs;düaRkam M / EI
           cenøaHcMnucTaMgBIrenaH.
        nimitþsBaØaθ B / A CamMuénbnÞat;b:HenARtg;cMnuc B Edlvas;eFobeTAnwgbnÞat;b:HenARtg;cMnuc A . BI
karRsaybBa¢ak; eyIgeXIjfaeKvas;mMuenHBIbnÞat;b:HRtg;cMnuc A eTAbnÞat;b:HRtg;cMnuc B RbsinebIRkLa
épÞéndüaRkam M / EI mantMélviC¢man ¬rUbTI 8-13c¦. pÞúymkvij RbsinebIRkLaépÞenHGviC¢man b¤
enABIeRkamG½kS x enaHmMuθ B / A RtUv)anvas;RsbRTnicnaLikaBIbnÞat;b:HRtg;cMnuc A eTAbnÞat;b:HRtg;cMnuc
 B . elIsBIenH BIkarKitxñaténsmIkar 8-5 θ B / A RtUv)anKitCara:düg;.




          RTwsþIRkLaépÞm:Um:g;Bt;TIBIrKWEp¥kelIlMgakeFobénbnÞat;b:Hrbs;ExSekageGLasÞic. dUceXIjenA
kñúgrUbTI 8-14c dt CalMgakbBaÄrrbs;bnÞat;b:HenAelIRCugmçagrbs;FatuGnnþtUc dx . eKvas;lMgakenH
tambeNþayExSQrEdlkat;tamcMnuc A . edaysareKsnμt;famMurgVilrbs;ExSekageGLasÞic nigPaB
dabrbs;vamantMéltUc dUcenHeKGacKitfaRbEvgbnÞat;b:HesμInwgRbEvg x ehIyRbEvgFñÚ ds' esμInwg dt .
edayeRbIrUbmnþkMNat;FñÚrbs;rgVg; s = θr eday r CaRbEvg x dUcenHeyIgGacsresr dt = xdθ . eday
eRbIsmIkar 8-2 ¬ dθ = (M / EI )dx ¦ enaHeKGackMNt;lMgaktamTisQrrbs;bnÞat;b:HRtg;cMnuc A Edl
eFobnwgbnÞat;b:HRtg;cMnuc B edayGaMgetRkal EdlenAkñúgkrNIenH
                            B     M
                   t A/ B = ∫ x      dx                                                     (8-6)
                            A     EI
rMlwkBIemeronsþaTic TIRbCMuTMgn;rbs;RkLaépÞRtUv)ankMNt;BI x ∫ dA = ∫ xdA . edaysar ∫ (M / EI )dx
CaRkLaépÞrbs;düaRkam M / EI enaHeyIgGacsresr
Deflection                                                                             T.Chhay   -255
Department of Civil Engineering                                                                   NPIC


                              v BM
                     t A/ B = x∫     dx                                                 (8-7)
                                A EI

enATIenH x CacMgayBIG½kSQrEdlkat;tamcMnuc A eTATIRbCMuTMgn;rbs;RkLaépÞcenøaHcMnuc A nig B ¬rUb
TI 8-14b¦.
         eKGacbkRsayRTwsþIRkLaépÞm:Um:g;TIBIrdUcxageRkam³
RTwsþITI2³ RbEvglMgakbBaÄrrbs;bnÞat;b:HRtg;cMnuc A enAelIExSekageGLasÞiceFobnwgbnÞat;b:HEdl
             bnøayBIcMnuc B esμInwgm:Um:g;énRkLaépÞrbs;düaRkam M / EI cenøaHcMnucBIr ¬ A nig B ¦.
             m:Um:g;enHRtUv)aneKKNnaRtg;cMnuc A ¬cMnucenAelIExSeGLasÞic¦ EdlCaTItaMgEdleKRtUvkar
             kMNt;lMgak t A / B .
         kñúgkrNIEdlm:Um:g;énRkLaépÞ M / EI BIcMnuc A eTAcMnuc B mantMélviC¢man dUcenAkñúgrUbTI 8-
14b enaHmann½yfabnÞat;b:HRtg;cMnuc A sßitenABIelIbnÞat;b:HeTAnwgExSekagEdlbnøayBIcMnuc B ¬rUbTI
8-14c¦. dUcKña m:Um:g;énRkLaépÞ M / EI EdlmanTMhMGviC¢man bgðajfabnÞat;b:HRtg;cMnuc A sßitenA
BIeRkambnÞat;b:HEdlbnøayBIcMnuc B . cMNaMfa CaTUeTA t A / B minesμInwg t B / A eT dUcEdlbgðaj enAkñúg
rUbTI 8-14d. CaBiess edIm,IkMNt; t A / B eKRtUvrkm:Um:g;énRkLaépÞrbs;düaRkam M / EI enAcenøaH
cMnuc A nigcMnuc B Rtg;cMnuc A ¬rUbTI 8-14b¦ ehIyedIm,IKNna t B / A eKRtUvrkm:Um:g;énRkLaépÞrbs;
düaRkam M / EI enAcenøaH cMnuc A nigcMnuc B Rtg;cMnuc B .
         eKRtUvdwgfa eKGaceRbIRTwsþIRkLaépÞm:Um:g;edIm,IkMNt;mMu niglMgakcenøaHbnÞat;b:HenAelIExSekag
eGLasÞicrbs;FñwmRtg;BIrcMnuc. CaTUeTA vaminpþl;nUvdMeNaHRsaysMrab;mMurgVil nigPaBdabRtg;cMnucmUy
enAelIFñwmedaypÞal;eT. dMbUgeKRtUveFVIeGayGBaØatTaMgenHTak;TgeTAnwgmMu b¤lMgakbBaÄrrbs;bnÞat;
b:H eTAnwgExSekageGLasÞic. CaFmμta eKRtUvKUrbnÞat;b:HRtg;TMredaysarcMnucTaMgenHminmanPaBdab
nig/b¤manmMurgVilsUnü. krNIBiesskñúgkarbegáItTMnak;TMngEdlmanlkçN³FrNImaRtmanbgðajenAkñúg
cMeNaT]TahrN_.

dMeNIrkarkñúgkarviPaK (Procedure for analysis)
      CMhanxageRkampþl;nUvviFIEdlGaceRbIedIm,IkMNt;PaBdab nigmMurgVilRtg;cMnucmYyenAelIExS
ekageGLasÞicrbs;FñwmedayeRbIRTwsþIRkLaépÞm:Um:g;.
düaRkam M / EI
          kMNt;RbtikmμTMr nigsg;düalRkam M / EI rbs;Fñwm.

PaBdab                                                                                 T.Chhay   -256
mhaviTüal½ysMNg;sIuvil                                                          viTüasßanCatiBhubec©keTskm<úCa

             RbsinebIFñwmrgbnÞúkcMcMnuc enaHdüaRkam M / EI nwgpSMeLIgedayes‘rIénkMNat;bnÞat;Rtg; dUc
             enHeKnwggayRsYlkñúgkarKNnaRkLaépÞ nigm:Um:g;énRkLaépÞsMrbs;RTwsþIRkLaépÞm:Um:g;.
             RbsinebIFñwmrgnUves‘rIénbnÞúkcMcMnuc nigbnÞúkBRgay eKGacKNnaRkLaépÞ M / EI nigm:Um:g;én
             RkLaépÞ M / EI edaysg;düaRkam M / EI CaEpñk edayeRbIviFItMrYtpldUckarENnaMenAkñúg
             kfaxNÐ 4-5. enAkñúgkNIEdldüaRkam M / EI manrag)a:ra:bUl b¤ExSekagEdlmandWeRkx<s;
             eKENnaMeGayeRbItaraglkçN³FrNImaRtrbs;RkLaépÞ.
ExSekageGLasÞic
             sg;ExSekageGLasÞicrbs;Fñwm. rMlwkfamMurgVilsUnüekItmanenARtg;TMrbgáb; ehIybMlas;TIsUnü
             ekItmanenARtg;TMrbgáb; b¤TMrsnøak; b¤k¾TMrkl;.
             RbsinebIeKBi)aksg;ragTUeTArbs;ExSekageGLasÞic cUreRbIdüaRkamm:Um:g; b¤k¾düaRkam M / EI .
             eKRtUvdwgfa enAeBlEdlFñwmrgm:Um:g;viC¢man Fñwmpt cMENkÉFñwmrgm:Um:g;GviC¢man Fñwme)a:g.
             elIsBIenH cMnucrbt; b¤karpøas;bþÚrkMeNagekItmanenAeBlm:Um:g;enAkñúgFñwmesμIsUnü.
             eKRtUvbgðajbMlas;TI nigmMurgVilEdlRtUvkarKNnaenAelIExSekag. edaysarRTwsþIRkLaépÞ
             m:Um:g;Gnuvtþ)anEtenAcenøaHbnÞat;b:HBIr eKRtUvRby½tñkñúgkarsg;bnÞat;b:HedayeFVIy:agNaeGaymMu
             niglMgakrvagBYkvaGacedaHRsayrkPaBdab nigmMurgVi)an. cMeBaHbBaðaenH eKRtUvBicarNakñúg
             karsg;bnÞat;b:HenARtg;cMnucEdlRtUvrkmMurgVil nigPaBdab nigenARtg;TMr edaysarCaTUeTAFñwm
             manbMlas;TIsUnü nig/b¤mMurgVilsUnüenARtg;TMr.
RTwsþIRkLaépÞm:Um:g;
             GnuvtþRTwsþITImYyedIm,IkMNt;mMurvagbnÞat;b:HBIr ehIyRTwsþITI2edIm,IkMNt;lMgakbBaÄrrvagbnÞat;
             b:HTaMgenaH.
             eKRtUvdwgfaCaTUeTARTwsþITI2minpþl;nUvbMlas;TIrbs;cMnucenAelIExSekageGLasÞiceT. enAeBl
             EdleKGnuvtþ)anRtwmRtUv vanwgpþl;nUgcMgaybBaÄr b¤lMgakénbnÞat;b:HenARtg;cMnuc A enAelI
             ExSekageGLasÞicBIbnÞat;b:HRtg;cMnuc B .
             bnÞab;BIGnuvtþRTwsþITI1 b¤RTwsþITI2 eKGacepÞógpÞat;sBaØarbs;cMeLIyBImMu niglMgakEdlbgðajenA
             elIExSekageGLasÞic.




Deflection                                                                               T.Chhay   -257
Department of Civil Engineering              NPIC




PaBdab                            T.Chhay   -258
mhaviTüal½ysMNg;sIuvil                                                       viTüasßanCatiBhubec©keTskm<úCa

]TahrN_ 8-5³ kMNt;mMurgVilenARtg;cMnuc B nigcMnuc C rbs;FñwmEdlbgðajenAkñúgrUbTI 8-15a. yk
E = 200GPa          nig I = 360(10 6 )mm 4 .




dMeNaHRsay³
 düaRkam M / EI ³ düaRkamenHRtUv)anbgðajenAkñúgrUbTI 8-15b. vamanlkçN³gayRsYlCagkñúgkar
edaHRsaycMeNaTenHedayeRbItY EI nigCMnYsCatMélelxenACMhancugeRkay.
ExSekageGLasÞic³ bnÞúk10kN eFVIeGayFñwmxUcRTg;RTaydUcbgðajenAkñúgrUbTI 8-15c. FñwmxUcRTg;
RTayedaylkçN³e)a:g edaysar M / EI GviC¢man. enATIenH bnÞat;b:HRtg;cMnuc A ¬TMr¦EtgEtmanTis
edk. bnÞat;b:HRtg;cMnuc B nigcMnuc C manlkçN³dUcbgðajenAkñúgrUb. eyIgRtUvkarkMNt;rkθ B nig θ C .
edaykarsg;bnÞat;b:H mMurvagbnÞat;b:HRtg; A nigbnÞat;b:HRtg; B eBalBIθ B / A smmUlnwg θ B .
                     θB = θB/ A
ehIy             θC = θC / A
RTwsþIRkLaépÞm:Um:g;³ edayGnuvtþRTwsþITI1 θ B / A esñInwgRkLaépÞrbs;düaRkam M / EI cenøaHcMnuc A nig
cMnuc E Edl
                            ⎛ 50kN .m ⎞       1 ⎛ 100kN .m 50kN .m ⎞
             θ B = θ B / A = −⎜       ⎟(5m ) − ⎜          −        ⎟(5m )
                            ⎝ EI ⎠            2 ⎝ EI         EI ⎠
                            375kN .m 2
                         =−
                                EI
edayCMnYstMélCaelxsMrab; E nig I eyIg)an
                           − 375kN .m 2
             [200(10 )kN / m ][360(10 )(10 )m ] = −0.00521rad
                     6            2       6    −12   4


sBaØaGviC¢manbgðajfamMuRtUv)anvas;RsbTisRTnicnaLikaBIcMnuc A ¬rUbTI 8-15c¦.
Deflection                                                                            T.Chhay   -259
Department of Civil Engineering                                                               NPIC



       tamrebobdUcKña RkLaépÞrbs;düaRkam M / EI cenøaHcMnuc A nigcMnuc C esμInwgθ C / A .
eyIg)an
                                                                          2
                                       1 ⎛ 100kN .m ⎞
                     θC = θC / A = ⎜ −              ⎟ (10m ) = − 500kN .m
                                       2⎝     EI ⎠                  EI
edayCMnYsCatMélelxsMrab; EI / eyIg)an
                                      − 500kN .m 2
                     [200(10 )kN / m ][360(10 )(10 )m ] = −0.00694rad
                                  6      2           6   −12   4




]TahrN_ 8-6³ kMNt;PaBdabenARtg;cMnuc B nigcMnuc C rbs;FñwmEdlbgðajenAkñúgrUbTI 8-16a.
tMélénm:Um:g;niclPaBrbs;Ggát;nImYy²RtUv)anbgðajenAkñúgrUb. yk E = 200GPa .




dMeNaHRsay³
 düaRkam M / EI ³ edaykarGegát düaRkamm:Um:g;sMrab;FñwmmanragCactuekaN. enATIenH eyIgnwgsg;
düaRkam M / EI EdlTak;TgeTAnwg I BC edaydwgfa I AB = 2I BC ¬rUbTI 8-16b¦. tMélCaelxsMrab;
 EI nwgRtUv)anCMnYsenACMhancugeRkay.

ExSekageGLasÞic³ m:Um:g;xageRkAenARtg;cMnuc C eFVIeGayFñwmxUcRTg;RTaydUcbgðajenAkñúgrUbTI 8-16c.
bnÞat;b:HRtg;cMnuc A ¬TMr¦/ Rtg;cMnuc B nigcMnuc C RtUv)anbgðaj. eKtMrUveGayeyIgrk Δ B nig Δ C .
bMlas;TITaMgenHGacTak;TgedaypÞal;eTAnwglMgakcenøaHbnÞat;b:H. BIkñúgrUbeyIgeXIjfa Δ B esμInwg
lMgakrbs;bnÞat;b:HRtg;cMnuc B eFobeTAnwgbnÞat;b:HRtg;cMnuc A Edl
                     Δ B = tB / A
ehIy                 Δ C = tC / A



PaBdab                                                                             T.Chhay   -260
mhaviTüal½ysMNg;sIuvil                                                             viTüasßanCatiBhubec©keTskm<úCa

RTwsþIRkLaépÞm:Um:g;³ edayGnuvtþRTwsþITI2 t B / A esñInwgm:Um:g;RkLaépÞrbs;düaRkam M / EI BC cenøaHcMnuc
 A nigcMnuc B EdlKitRtg;cMnuc B edaysarvaCacMnucEdleKRtUvkarkMNt;lMgakrbs;bnÞat;b:H. dUcenH

BIrUbTI 8-16b
                            ⎡ 250 N .m      ⎤                  3
             Δ B = tB / A = ⎢          (4m )⎥(2m ) = 2000 N .m
                            ⎣ EI BC         ⎦          EI BC

edayCMnYstMélCaelx enaHeyIg)an
                                        2000 N .m 3
             ΔB =
                    [200(10 )N / m ]⎡⎢⎣4(10 )mm ⎛⎜⎝1m /(10 ) mm
                           9        2      6     4     4     3 4      4 ⎞⎤
                                                                       ⎟⎥
                                                                       ⎠⎦

                  = 0.0025m = 2.5mm
dUcKña sMrab; tC / A eyIgRtUvEtKNnam:Um:g;éndüaRkam M / EI BC BIcMnuc A eTAcMnuc C Rtg;cMnuc C .
eyIg)an
                            ⎡ 250 N .m      ⎤        ⎡               ⎤
             Δ C = tC / A = ⎢          (4m )⎥(5m ) + ⎢ 500 N .m (3m )⎥(1.5m )
                            ⎣ EI BC         ⎦        ⎣ EI BC         ⎦
                                       3                          3
                            7250 N .m                   7250 N .m
                          =
                               EI BC
                                         =
                                          [ ( )             ][ ( )(
                                            200 10 N / m 2 4 10 6 10 −12 m 4
                                                   6
                                                                             ) ]
                         = 0.00906m = 9.06mm
edaysarcMeLIyTaMgBIrmantMélviC¢man enaHcMnuc B nigcMnuc C RtUvsßitenABIxagelIbnÞat;b:HRtg;cMnuc A .

]TahrN_ 8-7³ kMNt;mMurgVilenARtg;cMnuc C rbs;FñwmEdlbgðajenAkñúgrUbTI 8-17a. yk E =
              /      ( )
200GPa I = 6 10 6 mm 4          .




dMeNaHRsay³
düaRkam M / EI ³ rUbTI 8-17b.
Deflection                                                                                  T.Chhay   -261
Department of Civil Engineering                                                                     NPIC



ExSekageGLasÞic³ edaysarbnÞúkEdlGnuvtþmkelIFñwmmanlkçN³sIuemRTI enaHExSekageGLasÞick¾RtUv
manlkçN³sIuemRTIEdr dUcbgðajenAkñúgrUbTI 8-17c. eKTamTareGayeyIgrk θ C . eKRtUvdwgfabnÞat;
b:HRtg;cMnuc D CabnÞat;edk dUcenHBIsMNg;bnÞat;b:H mMuθ D / C cenøaHbnÞat;b:HRtg;cMnuc C nigbnÞat;b:HRtg;
cMnuc D esμInwg θ C . dUcenH
          θC = θ D / C
RTwsþIRkLaépÞm:Um:g;³ edayeRbIRTwsþITI1 θ D / C esñInwgRkLaépÞqUtrbs;düaRkam M / EI BC cenøaHcMnuc C
nigcMnuc D . eyIg)an
                            ⎛ 30kN .m ⎞ 1         ⎛ 60kN .m 30kN .m ⎞
          θ C = θ D / C = 3m⎜          ⎟ + (3m )⎜           −       ⎟
                            ⎝ EI ⎠ 2              ⎝ EI          EI ⎠
                         135kN .m 2
                       =
                             EI
                             135kN .m 2
dUcenH    θC    =
                   [ ( )              ][ ( )(   ) ]
                  200 10 6 kN / m 2 6 10 6 10 −12 m 4
                                                       = 0.112rad




]TahrN_ 8-8³ kMNt;mMurgVilenARtg;cMnuc C rbs;FñwmEdlbgðajenAkñúgrUbTI 8-18a. yk E =
            /
200GPa I = 360 10 6 mm 4  ( )     .




dMeNaHRsay³
düaRkam M / EI ³ rUbTI 8-18b.
ExSekageGLasÞic³ ExSekageGLasÞicRtUv)anbgðajenAkñúgrUbTI 8-18c. eKtMrUveGayeyIgkMNt; θ C .
sg;bnÞat;b:HRtg;cMnuc A / B ¬TMr¦ nigRtg;cMnuc C ehIycMNaMfaθ C / A CamMurvagbnÞat;b:HRtg;cMnuc A nig
PaBdab                                                                                   T.Chhay   -262
mhaviTüal½ysMNg;sIuvil                                                         viTüasßanCatiBhubec©keTskm<úCa

cMnuc C . ehIyeKGackMNt;mMu φ enAkñúgrUbTI 8-18c edayeRbI φ = t B / A / L AB . smIkarenHmann½y
edaysar t B / A mantMéltUc ehtudUcenHeKGacyk t B / A esμInwgRbEvgkMNat;FñÚEdlkMNt;edaykaM
 L AB = 8m nigmMu φ ¬rMlwkfa s = rθ ¦. BIrUbFrNImaRténrUbTI 8-18c eyIg)an
                                 tB / A
             θC = φ − θC / A =          − θC / A                                             (1)
                                   8
RTwsþIRkLaépÞm:Um:g;³ edayeRbIRTwsþITI1 θ C / A esñInwgRkLaépÞrbs;düaRkam M / EI cenøaHcMnuc A nigcMnuc
C . eyIg)an
                                                     2
             θC / A =
                        1
                          (2m )⎜ 20kN .m ⎞ = 20kN .m
                               ⎛
                                         ⎟
                        2      ⎝ EI ⎠           EI
edayGnuvtþRTwsþI2 t B / A esμInwgm:Um:g;RkLaépÞrbs;düaRkamm:Um:g;cenøaHcMnuc B nigcMnuc A Rtg;cMnuc B
edaysarvaCacMnucEdleKRtUvkarrklMgakrbs;bnÞat;b:H. eyIg)an
                       ⎡          ⎤⎡1      ⎛ 60kN .m ⎞⎤ 2      ⎡1     ⎛ 60kN .m ⎞⎤
             t B / A = ⎢2m + (6m )⎥ ⎢ (6m )⎜         ⎟⎥ + (2m )⎢ (2m )⎜
                            1
                                                                                ⎟⎥
                       ⎣    3     ⎦⎣ 2     ⎝ EI ⎠⎦ 3           ⎣2     ⎝ EI ⎠⎦
                      800kN .m 3
                    =
                         EI
edayCMnYslT§plTaMgenHeTAkñúgsmIkar (1) eyIg)an
                    800kN .m 3 20kN .m 2 80kN .m 2
             θC =             −         =
                     (8m )EI      EI        EI
                                   80kN .m 2
dUcenH       θC =
                    [200(10 )kN / m ][360(10 )(10 )m ] = 0.0011rad
                             6         2           6   −12   4




]TahrN_ 8-9³ kMNt;PaBdabenARtg;cMnuc C rbs;FñwmEdlbgðajenAkñúgrUbTI 8-19a. yk E =
              /
200GPa I = 4 10 6 mm 4  ( )        .




Deflection                                                                              T.Chhay   -263
Department of Civil Engineering                                                                           NPIC



dMeNaHRsay³
düaRkam M / EI ³ rUbTI 8-19b.
ExSekageGLasÞic³ enATIenH eKtMrUveGayeyIgrk Δ C ¬rUbTI 8-19c¦. vaminEmnCaPaBdabGtibrma
rbs;FñwmeT edaysarbnÞúk nigExSekageGLasÞicminmanlkçN³sIuemRTIeT. GIVEdlbgðajenAkñúgrUbTI 8-
19c CabnÞat;b:HenARtg;cMnuc A / cMnuc B ¬TMr¦ nigcMnuc C . RbsinebIeKkMNt; t A / B enaHeKGacrk Δ' BI
RtIekaNdUc Edl Δ' / 3 = t A / B / 6 b¤ Δ' = t A / B / 2 . BIsMNg;bnÞat;b:HenAkñúgrUbTI 8-19c eyIg)an
                    t A/ B
           ΔC =            − tC / B                                                             (1)
                       2
RTwsþIRkLaépÞm:Um:g;³ eyIgnwgGnuvtþRTwsþITI2 edIm,Irk t A / B nig tC / B . enATIenH t A / B Cam:Um:g;RkLaépÞ
rbs;düaRkam M / EI cenøaHcMnuc A nigcMnuc B Rtg;cMnuc A . eyIg)an
                           ⎤⎡1      ⎛ 5kN .m ⎞⎤ 30kN .m
                                                        3
                    ⎡1
          t A / B = ⎢ (6m )⎥ ⎢ (6m )⎜        ⎟⎥ =
                    ⎣3     ⎦⎣ 2     ⎝ EI ⎠⎦        EI
ehIy tC / B Cam:Um:g;RkLaépÞ rbs;düaRkam M / EI cenøaHcMnuc C nigcMnuc B Rtg;cMnuc C . eyIg)an
                             ⎤⎡1      ⎛ 2.5kN .m ⎞⎤ 3.75kN .m
                                                              3
                      ⎡1
           tC / B   = ⎢ (3m )⎥ ⎢ (3m )⎜          ⎟⎥ =
                      ⎣3     ⎦⎣ 2     ⎝ EI ⎠⎦           EI
edayCMnYslT§plTaMgenHeTAkñúgsmIkar (1) eyIg)an
                    1 ⎛ 30kN .m 3 ⎞ 3.75kN .m 3 11.25kN .m 3
                      ⎜           ⎟−
           ΔC =                                =
                    2⎜⎝    EI     ⎟
                                  ⎠     EI          EI

CMnYsCatMélelxeyIg)an
                                  11.25kN .m 3
           ΔC =
                    [200(10 )kN / m ][4(10 )(10 )m ]
                              6         2        6   −12   4


                = 0.0141m = 14.1mm



]TahrN_ 8-10³ kMNt;PaBdabenARtg;cMnuc C rbs;FñwmEdlbgðajenAkñúgrUbTI 8-20a. yk E =
            /
200GPa I = 250 10 6 mm 4  ( )         .
dMeNaHRsay³
düaRkam M / EI ³ dUcbgðajenAkñúgrUbTI 8-20b düaRkamenHpSMeLIgedayRtIekaN nig)a:ra:bUl.
ExSekageGLasÞic³ bnÞúkbgáeGayFñwmxUcRTg;RTaydUcbgðajenAkñúgrUbTI 8-20c. eKtMrUveGayeyIgrk
Δ C . edaysg;bnÞat;b:HenARtg;cMnuc A / cMncu B ¬TMr¦ nigcMnuc C eyIgeXIjfa Δ C = t C / A − Δ' . b:uEnþ

eKGacP¢ab;TMnak;TMng Δ' eTAnwg t B / A edayRtIekaNdUc Edl Δ' / 16 = t B / A / 8 b¤ Δ' = 2t B / A dUcenH
                      Δ C = t C / A − 2t B / A                                                  (1)

PaBdab                                                                                         T.Chhay   -264
mhaviTüal½ysMNg;sIuvil                                                            viTüasßanCatiBhubec©keTskm<úCa




RTwsþIRkLaépÞm:Um:g;³ eyIgnwgGnuvtþRTwsþITI2 edIm,Irk tC / A nig t B / A . enATIenH tC / A Cam:Um:g;RkLaépÞ
rbs;düaRkam M / EI cenøaHcMnuc C nigcMnuc A Rtg;cMnuc C . eyIg)an
                       ⎡3     ⎤⎡1      ⎛ 192kN .m ⎞⎤ ⎡ 1           ⎤⎡1      ⎛ 192kN .m ⎞⎤
             t C / A = ⎢ (8m )⎥ ⎢ (8m )⎜ −        ⎟⎥ + ⎢ (8m ) + 8m⎥ ⎢ (8m )⎜ −        ⎟
                       ⎣4     ⎦⎣3      ⎝    EI ⎠⎦ ⎣ 3              ⎦⎣ 2     ⎝    EI ⎠⎥   ⎦
                           11264kN .m 3
                      =−
                               EI
ehIy t B / A Cam:Um:g;RkLaépÞ rbs;düaRkam M / EI cenøaHcMnuc B nigcMnuc A Rtg;cMnuc B . eyIg)an
                        ⎡1     ⎤⎡1      ⎛ 192kN .m ⎞⎤   2048kN .m 3
                      = ⎢ (8m )⎥ ⎢ (8m )⎜ −        ⎟ =−
                                             EI ⎠⎥
             tB / A
                        ⎣3     ⎦⎣ 2     ⎝           ⎦       EI
ehtuGIV)anCatYTaMgenHmantMélGviC¢man? edayCMnYslT§plTaMgenHeTAkñúgsmIkar (1) eyIg)an
                    11264kN .m 3      ⎛ 2048kN .m 3 ⎞
             ΔC = −               − 2⎜ −              ⎟
                         EI           ⎜      EI       ⎟
                                      ⎝               ⎠
                               3
                    7168kN .m
                =−
                         EI
                                 7168kN .m 3
dUcenH       ΔC = −
                        [ ( )             ][ ( )(       ) ]
                     200 10 6 kN / m 2 250 10 6 10 −12 m 4

                  = −0.143m



]TahrN_ 8-11³ kMNt;mMurgVilenARtg;cMnuc B rbs;FñwmlysgxagdUcbgðajenAkñúgrUbTI 8-21a.
yk E =                      /       ( )
                200GPa I = 18 10 6 mm 4     .


Deflection                                                                                 T.Chhay   -265
Department of Civil Engineering                                                                  NPIC




dMeNaHRsay³
düaRkam M / EI ³ eKGacsMrYldüaRkam M / EI edayKUrvaCaEpñk nigBicarNadüaRkam M / EI sMrab;
bnÞúkbI EdlbnÞúknImYy²manGMeBIenAelIFñwmkugs‘ulEdlmanTMrbgáb;enARtg;cMnuc D ¬ rUbTI 8-21b¦.
eKminKitbnÞúk10kN eT edaysarvaminbegáItm:Um:g;enARtg;cMnuc D .
ExSekageGLasÞic³ RbsinebIeKKUrbnÞat;b:HRtg;cMnuc B nigRtg;cMnuc C ¬rUbTI 8-21c¦ eKGackMNt;mMu
rgVil B edayrk tC / B nigsMrab;mMutUc
                             tC / B
                     θB =                                                              (1)
                              2m
RTwsþIRkLaépÞm:Um:g;³ edIm,Irk t B / C eyIgGnuvtþRTwsþIRkLaépÞm:Um:g;edayrkm:Um:g;RkLaépÞrbs;düaRkam
M / EI cenøaH BC Rtg;cMnuc C . m:Um:g;RkLaépÞEdleyIg)anrkCam:Um:g;énRkLaépÞEdlqUtrbs;düaRkam

BIrenAkñúgrUbTI 8-21b. dUcenH
                         ⎡     ⎛ 30kN .m ⎞⎤ ⎛ 2m ⎞ ⎡ 1    ⎛ 10kN .m ⎞⎤
          t C / B = (1m )⎢(2m )⎜ −       ⎟⎥ + ⎜  ⎟ ⎢ (2m )⎜         ⎟⎥
                         ⎣     ⎝   EI ⎠⎦ ⎝ 3 ⎠ ⎣ 2        ⎝ EI ⎠⎦
                     53.33kN .m 3
                  =
                           EI
edayCMnYslT§plxagelIeTAkñúgsmIkar (1) eyIg)an

PaBdab                                                                                T.Chhay   -266
mhaviTüal½ysMNg;sIuvil                                                            viTüasßanCatiBhubec©keTskm<úCa

                                     53.33kN .m 3
             θB =
                    (2m )[200(10 6 )kN / m 3 ][18(10 6 )(10 −12 )m 4 ]
                = 0.00741rad



*>%> viFIFñwmnimitþ (Conjugate-beam method)
      vIFIFñwmnimitþRtUv)anbegáItedaym‘uyeyeRbsøÚ enAkñúgqñaM 1865. CaBiess vatMrUveGaykar
KNnamanTMhMesμIKñanwgRTwsþIRkLaépÞm:Um:g;edIm,IkMNt;mMurgVil b¤PaBdabrbs;Fñwm b:uEnþviFIenHk¾QrelI
eKalkarN_sþaTic EdleyIgGacedaHRsayedaygay.




      eKalkarN_sMrab;TTYl)anviFIenHRsedogKñanwgsmIkar 4-1 nigsmIkar 4-2 nigBIsmIkar 8-2
dl;smIkar 8-4. edIm,IbgðajnUvPaBdUcKña eyIgnwgsresrsmIkarTaMgenHdUcxageRkam
                                    dV
                                       =w           d 2M
                                                                 =w
                                    dx               dx 2
                                    dθ M            d 2v         M
                                      =                      =
                                    dx EI           dx   2       EI
edayeFVIGaMgetRkal eyIgTTYl)an
                                   V = ∫ wdx                          [
                                                         M = ∫ ∫ wdx dx       ]
                                   b       b             b                b
                                         ⎛M ⎞                     ⎡ ⎛M ⎞ ⎤
                                   θ = ∫ ⎜ ⎟dx           ν = ∫ ⎢ ∫ ⎜ ⎟dx ⎥dx
                                         ⎝ EI ⎠                   ⎣ ⎝ ⎠ ⎦
                                                                    EI

enATIenH kMlaMgkat; V manlkçN³RsedognwgmMurgVilθ m:Um:g;Bt; M manlkçN³RsedognwgbMlas;Tν     I
ehIybnÞúkxageRkAmanlkçN³RsedognwgdüaRkam M / EI . edIm,Iyl;BIkarRbdUcenH eyIgnwgBicarNa
FñwmEdlmanRbEvgdUcKñanwgFñwmBit EdleKeGayeQμaHfaFñwmnimitþ (conjugate beam) enAkñúg rUbTI 8-

Deflection                                                                                 T.Chhay   -267
Department of Civil Engineering                                                                      NPIC



22. FñwmnimitþrgnUvbnÞúkéndüaküam M / EI EdldUcKñanwgbnÞúk w EdlmanGMeBIenAelIFñwmBit. BIkarRb
dUcxagelI eyIgGaceBalnUvRTwsþIBIrEdlTak;TgeTAnwgFñwmnimitþKW
RTwsþITI1³ mMurgVilenARtg;cMnucmYyenAelIFñwmBitmantMélCaelxesμInwgkMlaMgkat;enARtg;cMnucRtUvKñaenA
           elIFñwmnimitþ.
RTwsþITI2³ bMlas;TIrbs;cMnucmYyenAelIFñwmBitmantMélCaelxesμInwgm:Um:g;Bt;enARtg;cMnucRtUvKñaenAelI
           Fñwmnimitþ.




TMrrbs;Fñwmnimitþ³ enAeBlKUrFñwmnimitþeKcaM)ac;RtUveFVIeGaykMlaMgkat; nigm:Um:g;Bt;EdlekItmanenARtg;
TMrrbs;FñwmnimitþRtUvKñanwgmMurgVil nigPaBdabrbs;FñwmBitenARtg;TMrrbs;vaEdr edayeyagtamRTwsþITI1
nigRTwsþITI2. Ca]TahrN_ dUcEdl)aneXIjenAkñúgtarag 8-2 TMrsnøak; nigTMrkl;enARtg;cugrbs;Fñwm
Bitpþl;nUvbMlas;TIsUnü b:uEnþmMurgVilrbs;vaminsUnü. Cavi)ak BIRTwsþITI1 nigRTwsþITI2 FñwmnimitþRtUvEtRT
PaBdab                                                                                    T.Chhay   -268
mhaviTüal½ysMNg;sIuvil                                                            viTüasßanCatiBhubec©keTskm<úCa

edayTMrsnøak; nigTMrkl;; edaysarTMrTaMgenHmanm:Um:g;sUnü EtmankMlaMgkat; b¤kMlaMgRbtikmμ. enA
eBlFñwmBitRtUv)anRTedayTMrbgáb; (3) TaMgmMurgVil nigTaMgbMlas;enARtg;TMresμIsUnü. enATIenH Fñwm
nimitþmancugesrI ¬KμanTMr¦ edaysarenAxagcugmankMlaMgkat;sUnü nigm:Um:g;Bt;sUnü. TMrRtUvKñarvagFñwm
Bit nigFñwmnimitþsMrab;krNIepSgeTotmanbgðajenAkñúgtarag. ]TahrN_énFñwmBit nigFñwmnimitþRtUv)an
bgðajenAkñúgrUbTI 8-23. cMNaMfa tamk,Ünc,ab; ¬edayecalkMlaMgtamG½kS¦ FñwmBitkMNt;eday
sþaTicmanFñwmnimitþkMNt;edaysþaTic. cMENkÉFñwmBitminkMNt;edaysþaTicEdlbgðajenAkñúgkrNIcug
eRkayénrUbTI 8-23 køayCaFñwmnimitþKμanesßrPaB. eTaHbICakrNIenHekIteLIgk¾eday k¾bnÞúk M / EI
nwgpþl;nUvlMnwgedIm,IeFIVeGayFñwmmansißrPaB.




dMeNIrkarkñúgkarviPaK (Procedure for analysis)
      CMhanxageRkampþl;nUvviFIEdlGaceRbIedIm,IkMNt;bMlas;TI nigmMurgVilRtg;cMnucmYyenAelIExS
ekageGLasÞicrbs;FñwmedayeRbIviFIFñwmnimitþ.
Fñwmnimitþ
             KUrFñwmnimitþsMrab;FñwmBit. FñwmenHRtUvmanRbEvgdUcKñanwgFñwmBit nigmanTMrRtUvKñadUcbgðajenAkñúg
             tarag 8-2.
             CaTUeTA RbsinebITMrrbs;FñwmBitmanmMurgVil enaHTMrrbs;FñwmnimitþRtUvmankMlaMgkat; ehIyebITMr
             rbs;FñwmBitmanPaBdab enaHTMrrbs;FñwmnimitþRtUvEtmanm:Um:g;Bt;.

Deflection                                                                                 T.Chhay   -269
Department of Civil Engineering                                                                     NPIC



          FñwmnimitþRtUvrgnUvbnÞúkEdlCadüaRkam M / EI rbs;FñwmBit. eKsnμt;bnÞúkenHBRgayelIFñwm
          nimitþ nigmanTisedAeLIgelIenAeBl M / EI viC¢man ehIymanTisedAcuHeRkamenAeBl M / EI
          GviC¢man. eKGacniyaymüa:geTotfa bnÞúkmanGMeBIecjBIFñwm.
smIkarlMnwg
          edayeRbIsmIkarlMnwg kMNt;kMlaMgRbtikmμenARtg;TMrrbs;Fñwmnimitþ.
          kat;FñwmnimitþenARtg;cMnucEdleKRtUvkarrkmMurgVilθ nigbMlas;TI Δ rbs;FñwmBit. enARtg;muxkat;
          eKRtUvbgðajkMlaMgkat;V ' nigm:Um:g;Bt; M ' EdlCaGBaØatEdleFVIkarkñúgTisedAviC¢man.
          kMNt;kMlaMgkat; nigm:Um:g;Bt;edayeRbIsmIkarlMnwg. V ' nig M ' esμInwgθ nig Δ erogKña sMrab;
          FñwmBit. RbsinebItMélTaMgenHviC¢man mMurgVilKWvilRcasRTnicnaLika ehIybMlas;TImanTis
          eLIgelI.

]TahrN_ 8-12³ kMNt;mMurgVil nigPaBdabenARtg;cMnuc B rbs;FñwmEdkdUcbgðajenAkñúgrUbTI 8-24a.
kMlaMgRbtikmμRtUv)anKNnaeGay. yk E = 200GPa / I = 475(106 )mm 4 .




dMeNaHRsay³
Fñwmnimitþ³ FñwmnimitþRtUv)anbgðajenAkñúgrUbTI 8-24b. TMrenARtg; A' nig B' RtUvKñanwgTMr A nigTMr B enA
elIFñwmBit ¬tarag 8-2¦. eKcaM)ac;RtUvdwgBImUlehturbs;va. düaRkam M / EI GviC¢man dUcenHbnÞúk
BRgayeFVIGMeBIcuHeRkam eBalKWecjBIFñwm.
smIkarlMnwg³ edaysareKRtUvkarkMNt; θ B nig Δ B dUcenHeyIgRtUvKNnaVB' nig M B' enAkñúgFñwmnimitþ
¬rUbTI 8-24c¦.
PaBdab                                                                                   T.Chhay   -270
mhaviTüal½ysMNg;sIuvil                                                            viTüasßanCatiBhubec©keTskm<úCa

                            250kN .m 2
+ ↑ ∑ Fy = 0             −              − VB ' = 0
                                EI
                                        250kN .m 2
                         θ B = VB ' = −
                                            EI
                                                     − 250kN .m 2
                                   =
                                       [200(10 )kN / m ][475(10 )(10 )m ]
                                             6          2           6   −12   4


                                   = −0.00263rad
                         250kN .m 2
   + ∑ M B' = 0                     (8.33m ) + M B ' = 0
                             EI
                                        2083kN .m 3
                         Δ B = M B' = −
                                            EI
                                                  − 2083kN .m 3
                                    =
                                        [ ( )               ][ ( )(
                                      200 10 6 kN / m 2 475 10 6 10 −12 m 4   ) ]
                                    = −0.0219m = −21.9mm
sBaØaGviC¢manbgðajfamMurgVilrbs;FñwmRtUv)anvas;RsbRTnicnaLika ehIybMlas;TImanTiscuHeRkam
¬rUbTI 8-24d¦.

]TahrN_ 8-13³ kMNt;PaBdabGtibrmarbs;FñwmEdkdUcbgðajenAkñúgrUbTI 8-25a. kMlaMgRbtikmμ
RtUv)anKNnaeGay. yk E = 200GPa / I = 60(106 )mm 4 .




dMeNaHRsay³
Fñwmnimitþ³ FñwmnimitþRtUvrgbnÞúkéndüaRkam M / EI dUcEdlbgðajenAkñúgrUbTI 8-25b. edaysardüa-
Rkam M / EI viC¢man bnÞúkBRgayeFVIGMeBIeLIgelI ¬ecjBIFñwm¦.
Deflection                                                                                 T.Chhay   -271
Department of Civil Engineering                                                                          NPIC



smIkarlMnwg³ dMbUg eKRtUvkMNt;kMlaMgRbtikmμxageRkAenAelIFñwmnimitþ nigbgðajvaenAelIdüaRkam
GgÁesrIenAkñúgrUbTI 8-25c. PaBdabGtibrmarbs;FñwmBitekItmanenARtg;cMnucEdlmMurgVilrbs;FñwmesμI
sUnü. vaRtUvKñanwgcMnucenAelIFñwmnimitþEdlmankMlaMgesμIsUnü. edaysnμt;facMnucmanGMeBIenAkñúgtMbn;
0 ≤ x ≤ 9m BIcMnuc A' s eyIgGackat;Fñwm nigBinitüEpñkxagsþaMénFñwmdUcbgðajenAkñúgrUbTI 8-25d.

cMNaMfa eKRtUv KNnakMBUlrbs;bnÞúkBRgayBIRtIekaNdUc Edl w / x = (18 / EI ) / 9 . eyIgtMrUveGay
V ' = 0 Edl
                                    45 1 ⎛ 2 x ⎞
+ ↑ ∑ Fy = 0                      −     + ⎜ ⎟x = 0
                                    EI 2 ⎝ EI ⎠
                                  x = 6.71m                (0 ≤ x ≤ 9m )   O.K.
edayeRbItMélenHsMrab; x PaBdabGtibrmaenAkñúgFñwmBitRtUvnwgm:Um:g;Bt; M ' . dUcenH
 + ∑M = 0
                                  45
                                     (6.71) − ⎡ 1 ⎛ 2(6.71) ⎞6.71⎤ 1 (6.71) + M ' = 0
                                              ⎢ 2 ⎜ EI ⎟         ⎥3
                                  EI          ⎣ ⎝           ⎠    ⎦
                                                    201.2kN .m 3
                                  Δ max = M ' = −
                                                        EI
                                                                   − 201.2kN .m 3
                                              =
                                                [ ( )             ⎡
                                                                  ⎣
                                                                   ] ( )        ⎜
                                                                                ⎝
                                                                                        ( )
                                                200 10 6 kN / m 2 ⎢60 10 6 mm 4 ⎛1m 4 / 10 3 mm 4 ⎞⎥
                                                                                            4
                                                                                                  ⎟
                                                                                                  ⎠⎦
                                                                                                    ⎤


                                              = −0.0168m = −16.8mm
sBaØaGviC¢manbgðajfaPaBdabcuHeRkam.

]TahrN_ 8-14 ³ r:tenAkñúgrUbTI 8-26a Car:tCab; nigeFVIBIebtug ehIyenAkNþalElVgRtUv)anGb
edaybnÞHEdkedaysarm:Um:g;Bt;enARtg;kEnøgenHmantMélFM. kMNat;Ggát;cugsgxagEdlmanRbEvg
4m manm:Um:g;niclPaB I = 270( 6 )mm 4 ehIykMNat;Ggát;EdlenAkNþalman I = 540( 6 )mm 4 .
                             10                                             10

kMNt;PaBdabenARtg;kNþalElVg. yk E = 200GPa . kMlaMgRbtikmμRtUv)anKNnaeGay.
dMeNaHRsay³
Fñwmnimitþ³ dMbUgeKRtUvkMNt;düaRkamm:Um:g;sMrab;Fñwm dUcbgðajenAkñúgrUbTI 8-26b. edaysar M / EI
nimitþRtUvrgbnÞúkéndüaRkam I ' = 2I edIm,ICakargayRsYl eyIgGacsMEdgbnÞúkenAelIFñwmnimitþeday
eRbItY EI efr dUcbgðajenAkñúgrUbTI 8-26c.
smIkarlMnwg³ eKGacKNnakMlaMgRbtikmμenAelIFñwmnimitþedayPaBsIuemRTIrbs;bnÞúk b¤edayeRbIsmIkar
lMnwg. lT§plRtUv)anbgðajenAkñúgrUbTI 8-26d. edaysareKRtUvkarkMNt;PaBdabenARtg;cMnuc C

PaBdab                                                                                        T.Chhay   -272
mhaviTüal½ysMNg;sIuvil                                                          viTüasßanCatiBhubec©keTskm<úCa

dUcenHeyIgRtUvKNnam:Um:g;Bt;enARtg;cMnuc C ' . edayeRbIviFImuxkat; eKRtUvpþac;kMNat;Ggát; A' C ' ehIy
eKRtUvkMNt;kMlaMgpÁÜbénkMlaMgBRgay nigTItaMgrbs;va ¬rUbTI 8-26e¦. dUcenH




   + ∑ MC = 0
                             620
                                 (6) − 400 (3.333) − 200 (1) − 20 (0.667 ) + M C ' = 0
                             EI        EI            EI        EI
                                                3
                                      2173kN .m
                             M C' = −
                                           EI
edayCMnYstMélCaelxén EI eyIgTTYl)an
                                        − 2173kN .m 3
             Δ C = M C' =
                            [200(10 )kN / m ][270(10 )(10 )m ] = −0.0402m = −40.2mm
                                   6        2         6    −12   4


sBaØaGviC¢manbgðajfaPaBdabmanTiscuHeRkam.
Deflection                                                                               T.Chhay   -273
Department of Civil Engineering                                                                  NPIC



]TahrN_ 8-15 ³ kMNt;bMlas;TIrbs;snøak;enARtg;cMnuc B nigmMurgVilrbs;kMNat;FñwmnImYy²Edl
)anP¢ab;enARtg;snøak;énFñwmpSMEdlbgðajenAkñúgrUbTI 8-27a.




dMeNaHRsay³
Fñwmnimitþ³ ExSekageGLasÞicsMrab;FñwmRtUv)anbgðajenAkñúgrUbTI 8-27b edIm,IdwgBIbMlas;TI Δ B nig
mMurgVil (θ B )L nig (θ B )R enAxagsþaM nigenAxageqVgrbs;snøak;. edayeRbItarag 8-2 FñwmnimitþRtUv)an
bgðajenAkñúgrUbTI 8-27c. edIm,IsMrYldl;karKNna eKKUrdüaRkam M / EI CaEpñkedayeRbIeKal-
karN_tMrYtpl dUckatBN’naenAkñúgkfaxNÐ4-5. cMeBaHkrNIenH eKKitFñwmBitCaFñwmkugs‘ulEdlmanTMr
bgáb;enAcugxageqVg A . düaRkamm:Um:g;sMrab;bnÞúk 40kN kMlaMgRbtikmμ C y = 10kN nigkMlaMgm:Um:g;
50kN .m RtUv)aneGay. cMNaMfa tMbn;GviC¢manrbs;düaRkamenHbegáItbnÞúkBRgaycuHeRkam ehIytMbn;

viC¢manmanbnÞúkBRgayEdlmanGMeBIeLIgelI.

PaBdab                                                                                T.Chhay   -274
mhaviTüal½ysMNg;sIuvil                                                              viTüasßanCatiBhubec©keTskm<úCa

smIkarlMnwg³ dMbUgeKRtUvKNnakMlaMgRbtikmμenARtg;cMnuc B' nig C ' ehIylT§plRtUv)anbgðajenAkñúg
rUbTI 8-27d. edIm,IkMNt; (θ B )R eKRtUvkat;FñwmnimitþenAxagsþaMcMnuc B' bnþic ehIyKNnakMlaMgkat;
(V B ' ) ¬rUbTI 8-27e¦. dUcenH
+ ↑ ∑ Fy = 0             (V B ' )R + 125 − 250 −     2
                                                        =0
                                     EI        EI    EI
                                                 127kN .m 2
                         (θ B )R = (V B ' )R   =
                                                    EI
                                                                 127kN .m 2
                                               =
                                                   [200(10 )kN / m ][18(10 )(10 )m ] = 0.0353rad
                                                            6       2         6   −12   4


m:Um:g;Bt;enARtg;cMnuc B' eGayCabMlas;TIénsnøak;. dUcenH
    + ∑ M B' = 0         − M B' +
                                 125
                                      (1.67 ) − 250 (2.5) − 2 (5) = 0
                                  EI            EI          EI
                                                  3
                                        427kN .m                      427 kN .m 3
                         Δ B = M B' = −
                                             EI
                                                     =−
                                                                [ ( )              ][ ( )(
                                                         200 10 6 kN / m 2 18 10 6 10 −12 m 4          ) ]
                                       = −0.119m = −119mm
eKGacrkmMurgVilBIkarkat;FñwmenAxageqVgcMnuc B' bnþic ¬rUbTI 8-27f¦. dUcenH
+ ↑ ∑ Fy = 0             (V B ' )L + 127 + 125 − 250 −          2
                                                                   =0
                                     EI        EI      EI       EI
                         (θ B )L = (V B ' )L = 0
eyIgeXIjy:agc,as;fa Δ B = M B' sMrab;kMNat;Ggát;enHmantMélesμInwgtMélEdl)anKNnaBIelIkmun
edaysarédXñas;rbs;vaenAkñúgrUbTI 8-27e nigenAkñúgrUbTI 8-27f xusKñaEtbnþicb:ueNÑaH.




Deflection                                                                                   T.Chhay   -275
Department of Civil Engineering                                                              NPIC



                                              cMeNaT
8>1> kMNt;smIkarExSekageGLasÞicrbs;Fñwm
edayeRbIkUGredaen x Edlmann½ysMrab;
0 ≤ x < L / 2 . kMNt;mMurgVilenARtg;cMnuc A nig

PaBdabGtibrmarbs;Fñwm. EI CatMélefr.
                                                  8>5> kMNt;smIkarExSekageGLasÞicrbs;Fñwmkug
                                                  s‘ulEdlrgkMlaMgm:Um:g; M 0 . ehIykMNt;mMurgVil
                                                  Gtibrma nigPaBdabGtibrmarbs;Fñwm. EI Ca
                                                  tMélefr.
8>2> kMNt;smIkarExSekageGLasÞicrbs;Fñwm
edayeRbIkUGredaen x1 nig x2 . EI CatMélefr.

                                                  8>6> kMNt;PaBdabGtibrmarbs;Fñwm nigmMurgVil
                                                  Rtg;cMnuc A edayeRbIviFIGaMgetRkalDub. EI Ca
                                                  tMélefr.

8>3> kMNt;smIkarExSekageGLasÞicrbs;Fñwm
edayeRbIkUGredaen x1 nig x2 . kMNt;PaBdab
Gtibrmarbs;Fñwm. EI CatMélefr.                    8>7> kMNt;smIkarExSekageGLasÞicedayeRbI
                                                  kUGredaen x ehIykMNt;mMurgVilRtg;cMnuc A nig
                                                  PaBdabRtg;cMnuc C . EI Ca tMélefr.


8>4> kMNt;smIkarExSekageGLasÞicrbs;Fñwm
edayeRbIkUGredaen x1 nig x2 . kMNt;mMurgVilRtg;
                                                  8>8> kMNt;smIkarExSekageGLasÞicrbs;FñwmTMr
cMnuc A nigPaBdab Gtibrmarbs;Fñwm. EI Ca
                                                  samBaØEdlrgkMlaMgm:Um:g; M 0 . ehIykMNt;
tMélefr.
PaBdab                                                                            T.Chhay   -276
mhaviTüal½ysMNg;sIuvil                                                      viTüasßanCatiBhubec©keTskm<úCa

mMurgVilGtibrma nigPaBdabGtibrmarbs;Fñwm.
EI CatMélefr.




                                                    8>13> FñwmrgbnÞúkdUcbgðaj. eRbIRTwsþIRkLaépÞ
                                                    m:Um:g;edIm,IkMNt;mMurgVilRtg;cMnuc A nigbMlas;TI
8>9> kMNt;mMurgVilGtibrma nigPaBdabGtibrma
                                                    enARtg;cMnuc B . snμt; A CaTMrsnøak; nig B CaTMr
rbs;FñwmTMr samBaØEdlrgkMlaMgm:Um:g; M 0 eday
                                                    kl;. EI CatMélefr.
eRbIviFIGaMgetRkalDub. EI CatMélefr.



8>10> eRbIRTwsþIRkLaépÞm:Um:g;edIm,IkMNt;mMurgVil
nigPaBdabRtg;cMnuc B . EI CatMélefr.                8>14> FñwmrgbnÞúk P dUcbgðaj. eRbIRTwsþIRkLa
                                                    épÞm:Um:g;edIm,IkMNt;TMhMkMlaMg F EdlRtUvdak;enA
                                                    Rtg;cugénFñwmlyRtg;cMnuc C edIm,IeFVIeGaybM-
                                                    las;TIRtg;cMnuc C esμIsUnü. EI CatMélefr.
8>11> kMNt;mMurgVilRtg;cMnuc B nigPaBdabGti-
brmarbs;Fñwm. snμt; A CaTMrkl; nig B CaTMr
snøak;. yk E = 200GPa / I = 195(106 )mm 4 .
eRbIRTwsþIRkLaépÞm:Um:g;.
                                                    8>15> sMrab;FñwmkñúgcMeNaT 8>15 RbsinebI
                                                     F = P kMNt;bMlas;TIRtg;cMnuc D edayeRbI

                                                    RkLaépÞm:Um:g;. EI CatMélefr.
                                                    8>16> kMNt;mMurgVilRtg;cMnuc B nigPaBdab
8>12> FñwmrgbnÞúkBIr. eRbIRTwsþIRkLaépÞm:Um:g;      Gtibrmarbs;Fñwm. yk E = 200GPa /
edIm,IkMNt;mMurgVil nigbMlas;TIenARtg;cMnuc A nig    I = 200( 6 )mm 4 . eRbIRTwsþIRkLaépÞm:Um:g;.
                                                            10

cMnuc B . EI CatMélefr.
Problems                                                                             T.Chhay   -277
Department of Civil Engineering                                                                     NPIC




                                                     8>20> eRbIRTwsþIRkLaépÞm:Um:g;edIm,IkMNt;mMurgVil
                                                     enARtg;cMnuc B nigPaBdabenARtg;cMnuc C . EI
                                                     CatMélefr.

8>17> etIeKRtUvdak;TMr A nigTMr B enARtg;cMgay
a y:agNaedIm,IeGayPaBdabenAkNþalElVg

rbs;FñwmesμInwgPaBdabenARtg;xagcugrbs;va?            8>21> eRbIRTwsþIRkLaépÞm:Um:g;edIm,IkMNt;PaB
eRbIRTwsþIRkLaépÞm:Um:g;. TMrGnuvtþEtkMlaMg          dabRtg;cMnuc C nigmMurgVilrbs;FñwmRtg;cMnuc A /
RbtikmμbBaÄrelIFñwmb:ueNÑaH. EI CatMélefr.           B nig C . EI CatMélefr.




                                                   8>22> eRbIRTwsþIRkLaépÞm:Um:g;edIm,IkMNt;mMurgVil
8>18> FñwmrgbnÞúkdUcbgðaj. eRbIRTwsþIRkLaépÞ Rtg;cMnuc C nigPaBdabRtg;cMnuc B . EI Ca
m:Um:g;edIm,IkMNt;mMurgVilenARtg;cMnuc B nigPaBdab tMélefr.
enARtg;cMnuc C . EI CatMélefr.


                                              8>23> eRbIRTwsþIRkLaépÞm:Um:g;edIm,IkMNt;tMél
8>19> FñwmrgbnÞúkdUcbgðaj. RbsinebITMrenARtg; rbs; a EdleFVIeGaymMurgVilRtg; A esμIsUnü.
 A nig B GnuvtþEtkMlaMgRbtikmμbBaÄreTAelIFñwm  EI Ca tMélefr.

cUrkMNt;mMurgVilenARtg;cMnuc A nigbMlas;TIenA
Rtg;cMnuc C . eRbIRTwsþIRkLaépÞm:Um:g;. EI Ca
tMélefr.



cMeNaT                                                                                   T.Chhay   -278
mhaviTüal½ysMNg;sIuvil                                                       viTüasßanCatiBhubec©keTskm<úCa

8>24> eRbIRTwsþIRkLaépÞm:Um:g;edIm,IkMNt;mMurgVil
Rtg;cMnuc C nigbMlas;TIRtg;cMnuc B . EI Ca
tMélefr.
                                                    8>29> eRbIviFIFñwmnimitþedIm,IkMNt;bMlas;TIRtg;
                                                    C nigmMurgVilRtg; A / B nig C . EI CatMélefr.

8>25> eRbIRTwsþIRkLaépÞm:Um:g;edIm,IkMNt;mMurgVil
Rtg;cMnuc B nigbMlas;TIRtg;cMnuc C . Ggát;enHeFVI
GMBIEdk A-36 Edlman I = 32(106 )mm 4 .
                                                    8>30> eRbIviFIFñwmnimitþedIm,IkMNt;mMurgVilRtg;
                                                    B nig bMlas;TIRtg; C . EI CatMélefr.




8>26> eRbIRTwsþIRkLaépÞm:Um:g;edIm,IkMNt;bMlas;
TIRtg;cMnuc B nig mMurgVilRtg;cMnuc A . EI Ca
tMélefr.                                            8>31> eRbIviFIFñwmnimitþedIm,IkMNt;mMurgVilnig
                                                    bMlas;TIRtg; C . E = 200GPa /
                                                    I = 70(10 6 )mm 4 .


8>27> eRbIRTwsþIRkLaépÞm:Um:g;edIm,IkMNt;bMlas;
TIRtg;cMnuc C . yk E = 200GPa / I =
500( 6 )mm 4 .
    10



                                                    8>32> eRbIviFIFñwmnimitþedIm,IkMNt;mMurgVilnig
                                                    bMlas;TIRtg; C . snμt; A CaTMrsnøak; nig B Ca
                                                    TMrkl;. EI Ca tMélefr.
8>28> eRbIviFIFñwmnimitþedIm,IkMNt;mMurgVil nig
bMlas;TIRtg; A . EI CatMélefr.

Problems                                                                              T.Chhay   -279
Department of Civil Engineering                                                                   NPIC




8>33> eRbIviFIFñwmnimitþedIm,IkMNt;mMurgVilnig
                                                    8>37> eRbIviFIFñwmnimitþedIm,IkMNt;bMlas;TIRtg;
bMlas;TIRtg; C . E = 200GPa /
                                                    D nigmMurgVilRtg; C . snμt;faTMrRtg; A CaTMr
I = 400( 6 )mm 4 .
        10
                                                    bgáb; nig C CaTMrkl;. EI CatMélefr.



8>34> eRbIviFIFñwmnimitþedIm,IkMNt;bMlas;TIRtg;
A . snμt; B CaTMrkl;. E = 200GPa /
                                                    8>38> eRbIviFIFñwmnimitþedIm,IkMNt;mMurgVilEdlenA
I = 80(10 6 )mm 4 .
                                                    xagsþaM nigxageqVgrbs; B bnþic. ehIykMNt;
                                                    PaBdabenARtg; D . snμt;faFñwmenHmanTMrbgáb;
                                                    enARtg; A nig C CaTMrkl;. EI CatMélefr.

8>35> eRbIviFIFñwmnimitþedIm,IkMNt;mMurgVilRtg; C
nigbMlas;TIRtg; B . EI CatMélefr.




8>36> eRbIviFIFñwmnimitþedIm,IkMNt;bMlas;TIRtg;
B nigmMurgVilRtg; A . snμt;faTMrRtg; A CaTMr

snøak; nig C CaTMrkl;. EI CatMélefr.



cMeNaT                                                                                 T.Chhay   -280

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8. deflection

  • 1. Department of Civil Engineering NPIC *> PaBdab (Deflection) CMBUkenHnwgbgðajBIrebobkMNt;PaBdabeGLasÞicrbs;FñwmedayeRbIviFIGaMgetRkalDub nigviFI FrNImaRty:agsMxan;cMnYnBIrKW RTwsþIRkLaépÞm:Um:g; (moment-area method) nigviFI conjugate beam. eKeRbIviFIGaMgetRkalDubedIm,ITTYl)ansmIkarEdlkMNt;CMral b¤mMurgVil (slope) nigExSekageGLasÞic. viFIFrNImaRtpþl;nUvmeFüa)ayedIm,ITTYlmMurgVil nigPaBdabenARtg;cMnucCak;lak;NamYyenAelIFñwm. viFITaMgenHmanKuNsm,tþi nigKuNvibtþrbs;va EdlRtUv)anerobrab;enAeBlENnaMBIviFInImYy². *>!> düaRkamPaBdab nigExSekageGLasÞic (Deflection diagram and the elastic curve) PaBdabrbs;eRKOgbgÁúMGacekItBIktþaepSg²CaeRcIndUcCa bnÞúk sItuNðPaB kMhuskñúgkarplit b¤sMrut. enAkñúgkarsikSa KNna eKRtUvkMritEdnkMNt;eGayPaBdabedIm,IkarBarsñameRbH EdlGacekItmanelIsMPar³EdlmanlkçN³RsYydUcCaebtug b¤kMe)arbUk. elIsBIenH eRKOgbgÁúMminRtUvj½r b¤dabxøaMgeT edIm,I bgðajsuvtßiPaBdl;GñkEdleRbIR)as;GKarenaH. eTaHbICay:ag Nak¾eday enAeBlEdleKviPaK rcnasm<½n§minkMNt;edaysþaTic eKRtUvkMNt;PaBdabRtg;cMnucCak;lak;enAelIeRKOgbgÁúM. PaBdabEdlBicarNaenAkñúgesovePAenHGnuvtþEteTA elIrcnasm<½n§EdlmansMPar³CaeGLasÞic (linear elastic material). eRkamlkçxNÐenH eRKagbgÁúMEdlrgbnÞúknwgRtLb; eTArksßanPaBedImvij eRkayeBlEdleKdkbnÞúkecjmkvij. PaBdabrbs;rcnasm<½n§RtUv)anbgáeLIgedaybnÞúkxagkñúgrbs; vadUcCakMlaMgEkg (normal force), kMlaMgkat; (shear force) b¤m:Um:g;Bt; (bending moment). b:uEnþ sMrab;Fñwm nigeRKag PaB dabFMbMputRtUv)anbgáeLIgedaym:Um:g;Bt; b:uEnþkMlaMgtamG½kS eFVIeGayman PaBdabrbs; truss. PaBdab T.Chhay -242
  • 2. mhaviTüal½ysMNg;sIuvil viTüasßanCatiBhubec©keTskm<úCa munnwgKNnamMurgVil b¤PaBdabrbs;cMnucenAelIFñwm b¤eRKag eKKYrKUrragrbs;eRKOgbgÁúMEdlrg bnÞúk eRBaHvaCaEpñkmYyEdlCYyeyIgkñúgkarBinitülT§plEdl)anKNna. düaRkamPaBdabenHtMNag eGayExSekageGLasÞicsMrab;cMnucenARtg;TIRbCMuTMgn;énRkLaépÞmuxkat;tambeNþayGgát;nImYy². sMrab;cMeNaTPaKeRcIn eKminBi)akkñúgkarKUrExSekageGLasÞicenHeT. b:uEnþ enAeBlKUrExSekageGLa- sÞic eKcM)ac;RtUvdwgBIlkçxNÐénkarekItmanmMurgVil nigPaBdabenARtg;TMr b¤enARtg;tMN. eyagtam taragTI 8-1 TMrEdlTb;Tl;nwgkMlaMgdUcCa TMrsnøak;minGnuBaØateGaymanbMlas;TIenARtg;TMreT ehIy TMrEdlTb;Tl;nwgm:Um:g; dUcCaTMrbgáb; minGnuBaØateGaymanmMurgVileT. cMNaMfa PaBdabénGgát;rbs; eRKOgbgÁúMEdlmantMNbgÁb; (4) eFVIeGayGgát;enARtg;tMNenaHmanmMurgVilesμIKña. mü:agvijeTot Rbsin ebIvatP¢ab;edaytMNsnøak; (5) mMurgVilrbs;Ggát;Rtg;tMNenaHnwgmantMélxusKña edaysartMNsnøak; minGacTb;Tl;nwgm:Um:g;eT. RbsinebIeKBi)aksg;ExSekageGLasÞic dMbUgeKesñIeGaysg;düaRkamm:Um:g;Bt;sMrab;Fñwm nig eRKag. edayeRbIkarkMNt;sBaØasMrab;m:Um:g;Bt;Edl)anbegáIteLIgenAkñúgCMBUkTI 4 m:Um:g;Bt;viC¢mancg;eFVI eGayFñwm b¤Ggát;edkpt ¬rUbTI 8-1¦. dUcKña m:Um:g;Bt;GviC¢mancg;eFVIeGayFñwm b¤Ggát;edke)a:g ¬rUbTI 8-2¦ dUcenH RbsinebIeKsÁal;düaRkamm:Um:g;eKGacsg;ExSekageGLasÞicedaygay. ]TahrN_ eK manFñwmdUcbgðajenAkñúgrUbTI 8-3 CamYynwgdüaRkamm:Um:g;rbs;va. edaysarTMrsnøak; nigTMrkl; bMlas;TIenARtg;TMr A nigTMr D RtUvesμInwgsUnü. enAkñúgtMbn;m:Um:g;GviC¢man ExSekageGLasÞicnwge)a:g ehIyenAkñúgtMbn;m:Um:g;viC¢man ExSekageGLasÞicnwgpt. vaRtUvmancMnucrbt;enARtg;cMnucEdlExSekagbþÚr PaBekag edaysarRtg;cMnucenHCacMnucm:Um:g;sUnü. edayeRbIeKalkarN_dUcKña cMNaMBIrebobKUrExSekag eGLasÞicsMrab;FñwmenAkñúgrUbTI 8-4 EdlQrelIdüaRkamm:Um:g;Bt;rbs;va. ]TahrN_xageRkambgðajBI rebobKUrExSekagPaBdabsMrab;Fñwm nigsMrab;eRKagedayeRbIeKalkarN_TaMgenH. Deflection T.Chhay -243
  • 3. Department of Civil Engineering NPIC ]TahrN_ 8-1³ sg;rUbragdabrbs;FñwmnImYy²EdlbgðajenAkñúgrUbTI 8-5. PaBdab T.Chhay -244
  • 4. mhaviTüal½ysMNg;sIuvil viTüasßanCatiBhubec©keTskm<úCa dMeNaHRsay³ enAkñúgrUbTI 8-5a TMrkl;enARtg;cMnuc A GnuBaØateGaymanmMurgVilEdlminGnuBaØateGaymanPaBdabeT xN³EdlTMrbgáb;enARtg; B Tb;mineGaymanTaMgmMurgVilTaMgPaBdab. rUbragdabRtUv)anbgðajedayExS dit. enAkñúgrUbTI 8-5b minGacmanmMurgVil nigPaBdabekItmanenARtg;TMr A nig B eT. enAkñúgrUbTI 8- 5c m:Um:g;nwgeFVIeGaycugTMenr A vil. m:Um:g;enHnwgeFVIeGaycugsgçagrbs;FñwmbMlas;TI EtenARtg;TMr B nig C minmanPaBdabeT. cMNaMfa kMNat;Ggát; CD enArkSaragminxUcRTg;RTay ¬bnÞat;Rtg;¦ edaysar KμankMlaMgxagkñúgGnuvtþeTAelIva. enAkñúgrUbTI 8-5d snøak;enARtg;cMnuc B GnuBaØateGaymankarvil edayesrI ehIymMurgVilrbs;ExSekagPaBdabnwgbþÚry:agelOnenARtg;cMnucenH xN³EdlFñwmRtUv)anTb; edayTMrrbs;va. enAkñúgrUbTI 8-5e FñwmpSMdabdUcbgðaj. mMurgVilbþÚry:agxøaMgenAsgçagsnøak;Rtg;cMnuc B . cugeRkay sMrab;rUbTI 8-5f ElVg BC nwgdabedayptedaysarbnÞúk. edaysarvaCaFñwmCab; ElVgcug nwgdabedaye)a:g. ]TahrN_ 8-2³ sg;rUbragdabrbs;eRKagnImYy²EdlbgðajenAkñúgrUbTI 8-6. Deflection T.Chhay -245
  • 5. Department of Civil Engineering NPIC dMeNaHRsay³ enAkñúgrUbTI 8-6a enAeBlbnÞúk P rujtMN B nigtMN C eTAsþaM vanwgeFVIeGayssrnImYy²vilRsbRTnic naLika. CalT§pl tMN B nigtMN C RtUvEtvilRsbRTnicnaLika. edaysarGgát;RtUvrkSamMurbs;tMN EdlmanTMhM 90o dUcenHFñwmnwgxUcRTg;RTajdUcbgðajedaykMeNagrbs;vapøas;bþÚrBIpteTAe)a:g. cMNaM fakarpøas;bþÚkMeNagEbbenHeFVIeGayekItmancMnucrbt;enAkñúgFñwm. enAkñúgrUbTI 8-6b bnÞúk P eFVIeGay tMN A / B nig C pøas;TIeTAsþaM EdleFVIeGayssrnImYy²ekagdUcbgðaj. tMNbgáb;RtUvEtrkSamMuEkg rbs;va dUcenHGgát; BC nig CD RtUvEtpøas;bþÚrPaBekagedaymancMnucrbt;enAEk,rkNþalGgát;. enA kñúgrUbTI 8-6c bnÞúkbBaÄrEdlmanGMeBIenAelIeRKagsIuemRTInwgeFVIeGayFñwm CD pt EdleFVIeGaytMN C vilRsbRTnicnaLika ehIyeFVIeGaytMN D vilRcasRTnicnaLika. edaysarvaRtUvrkSamMuEkgrbs;va eGayenAdEdl enaHssrRtUvekagdUcbgðaj. dUcenHGgát; BC nig DE RtUvEte)a:g EdleFVIeGaytMN B vilRcasRTnicnaLika ehIytMN E vilRsbRTnicnaLika. cugeRkay enAkñúgrUbTI 8-6d bnÞúk P ruj tMN B nigtMN C eTAsþaM EdleFVIeGayssrekagdUcbgðaj. tMNbgáb;Rtg; B RtUvrkSamMuEkgrbs;va b:uEnþvaminmankarTb;kñúgkarvilrvagGgát;EdltP¢ab;enARtg;cMnuc C eT edaysartMN C CatMNsnøak;. Cavi)ak manEtFñwm CD minmankarpøas;bþÚrkMeNag. *>@> RTwsþIFñwmeGLasÞic (Elastic-curve theory) enAkñúgkfaxNÐenH eyIgnwgbegáItsmIkard¾sMxan;cnYnBIredayP¢ab;TMnak;TMngrvagm:Um:g;Bt;enAkñúg M FñwmeTAnwgbMlas;TI nigmMurgVilénExSekageGLasÞicrbs;va. smIkarTaMgenHbegáItCaeKalkarN_sMrab;viFI KNnaPaBdabEdlerobrab;enAkñúgCMBUkenH ehIysMrab;mUlehtuenH eKRtUvyl;BIkarsnμt; nigEdnkMNt; EdleRbIenAkñúgkarbegáItviFIenHeGay)anc,as;. edIm,IbegáItTMnak;TMngenH eyIgnwgkMritkarviPaKeGayenAkñúgkrNITUeTAbMputEdlFñwmxUcRTg;RTay edaybnÞúkmanGMeBIEkgeTAnwgG½kS x rbs;Fñwm ehIyvasßitenAkñúgbøg; x −ν müa:geTotmuxkat;rbs;Fñwm manlkçN³sIuemRTI ¬rUbTI 8-7a¦. edaysarbnÞúk kMhUcRTg;RTayrbs;FñwmnwgekIteLIgedaysar kMlaMgkat; nigm:Um:g;Bt;. RbsinebIFñwmmanRbEvgFMCagkMBs;rbs;vaxøaMgenaH kMhUcRTg;RTajEdlFMCageK nwgbgáeLIgedaym:Um:g;Bt; dUcenHeyIgnwgykcitþTukdak;EteTAnwgT§iBlrbs;m:Um:g;Bt;b:ueNÑaHsMrab;Fñwm enAeBlenH. PaBdabEdlbgáedaykMlaMgkat;nwgRtUv)anerobrab;enAeBleRkayenAkñúgemeronenH. enAeBlm:Um:g;Bt; M eFVIeGayFatuénFñwmxUcRTg;RTay mMurvagmuxkat;køayCa dθ ¬rUbTI 8-7b¦. RbEvgFñÚ dx EdltMNageGaycMENkrbs;ExSekageGLasÞicRbsBVCamYynwgG½kSNWtsMrab;muxkat;nImYy PaBdab T.Chhay -246
  • 6. mhaviTüal½ysMNg;sIuvil viTüasßanCatiBhubec©keTskm<úCa ². eKkMNt;kaMkMeNagsMrab;FñÚenHedaycMgay ρ EdlRtUv)anvas;BIp©iténkMeNag O' eTA dx . FñÚenAelI Ggát;eRkABI dx rgnUvbMErbMrYlrageFobEkg (normal strain). Ca]TahrN_ bMErbMrYlrageFobenAkñúg kMNat;FñÚ ds ¬EdlsßitenAcMgay y BIG½kSNWt¦ KW ε = (ds'−ds ) / ds . b:uEnþ ds = dx = ρdθ ehIy ds ' = (ρ − y )dθ dUcenH ε= (ρ − y )dθ − ρdθ b¤ ρ = − εy 1 ρdθ RbsinebIvaCasMPar³sac;mYy (homogeneous) ehIyeFVIkarCalkçN³eGLasÞic enaHeKGacGnuvtþc,ab; h‘Uk (Hooke’s law) ε = σ / E . ehIymüa:geTot eKmansmIkarkugRtaMgm:Um:g;Bt; σ = −My / I . edaypSMsmIkarTaMgenH ehIyCMnYsvaeTAkñúgsmIkarxagelI eyIg)an 1 M = (8-1) ρ EI Edl kaMrbs;kMeNagenARtg;cMnucCak;lak;enAelIExSekageGLasÞic ¬eKehA1 / ρ CakMeNag¦ ρ= M = m:Um:g;Bt;enAkñúgFñwmenARtg;cMnucEdleKRtUvkarkMNt; ρ E = m:UDuleGLasÞicrbs;sMPar³ I = m:Um:g;niclPaBrbs;FñwmEdlKNnaeFobG½kSNWt. plKuN EI enAkñúgsmIkar 8-1 eKeGayeQμaHfaPaBrwgTb;nwgkarBt;begáag (flexural rigidity) ehIyvamantMélviC¢manCaTUeTA. edaysar dx = ρdθ enaHBIsmIkar 8-1 M dθ = dx (8-2) EI RbsinebIeyIgeRCIserIsG½kS v viC¢manenAeBlvamanTisedAeLIgelI ¬rUbTI 8-7a¦ ehIyRbsin ebIeyIgsresrsmIkarkMeNag1 / ρ CaGnuKmn_én x nig v enaHeyIgGackMNt;ExSekageGLasÞicsMrab; Fñwm. enAkñúgesovePA calculus PaKeRcInbgðajfa 1 d 2ν / dx 2 = ρ [1 + (dν / dx) ] 2 3/ 2 d 2ν / dx 2 dUcenH M = [ ] (8-3) EI 1 + (dν / dx )2 3/ 2 smIkar 8-3 CasmIkarDIepr:g;Esül nonlinear dWeRkTIBIr. dMeNaHRsayrbs;va ν = f (x ) eGaynUv ragBitR)akdénExSekageGLasÞic ¬edaysnμt;fa PaBdabrbs;FñwmekIteLIgedaysarEtm:Um:g;Bt; b:ueNÑaH¦. edIm,IsMrYlkñúgkaredaHRsaynUvcMeNaTy:ageRcIn eKsMrYlsmIkar 8-3 eGaymanlkçN³gay RsYl. edaysarmMurgVilrbs;ExSekageGLasÞicsMrab;rcnasm<½n§PaKeRcInmantMéltUcEmnETn eyIgnwg Deflection T.Chhay -247
  • 7. Department of Civil Engineering NPIC eRbIRTwsþIPaBdabtUc (small deflection theory) ehIysnμt;fa dv / dx ≈ 0 . Cavi)ak kaeréntMél dv / dx Gacecal)anRbsinebIeRbobeFobnwgtMélÉktþa dUcenHsmIkar 8-3 kat;bnßymkRtwm d 2v M = (8-4) dx 2 EI edaysarkarsnμt; dv / dx ≈ 0 enaHRbEvgedImrbs;G½kSFñwm x nigkMNat;FñÚrbs;ExSekageGLasÞicnwg manRbEvgRbEhlKña. eyIgGacniyaymüa:geTotfa ds enAkñúgrUbTI 8-7b manRbEvgRbEhlnwg dx ds = dx 2 + dν 2 = 1 + (dν / dx )2 dx ≈ dx lT§plenHbgðajfacMnucenAelIExSekagmanbMlas;TIEttamTisQr nigmanbMlas;TItamTisedkeT. *>#> viFIGaMgetRkalDub (The double integration method) enAeBlEdleKKNnasmIkarm:Um:g:Bt; M CaGnuKmn_énTItaMg x enaHGaMgetRkalbnþbnÞab;én smIkar 8-4 pþl;nUvPaBdabrbs;Fñwm θ ≈ tan θ = dν / dx = ∫ (M / EI )dx ¬smIkar 8-2¦ ehIysmIkar rbs;ExSekageGLasÞicν = f (x ) = ∫∫ (M / EI )dx erogKña. sMrab;kareFVIGaMgetRkalnImYy² eKcaM)ac; RtUvbBa©Úl “tMélefrrbs;GaMgetRkal” ehIybnÞab;mkedaHRsayrktMélefrenaHedIm,ITTYl)andMeNaH Rsay. BIkfaxNÐ 4-2 RbsinebIbnÞúkenAelIFñwmminEmnCaGnuKmn_Cab; ¬vamanes‘rIénbnÞúkcMcMnuc nig bnÞúkBRgay¦ enaHeKRtUvsresrsmIkarGnuKmn_m:Um:gBt;CaeRcIn EdlsmIkarnImYy²mann½yEtenAkñúg ; tMbn;EdlsßitenAcenøaHPaBdac;. Ca]TahrN_ eKmanFñwmdUcbgðajenAkñúgrUbTI 8-8. eKRtUvsresr smIkarGnuKmn_m:Um:g;Bt;enAkñúgtMbn; AB / BC nig CD CaGnuKmn_eTAnwgGab;sIus x1 / x2 nig x3 . enA eBleKeFVIGaMgetRkalGnuKmn_TaMgenHtamkarGnuvtþénsmIkar 8-4 CamYynwgkarkMNt;tMélefrrbs; PaBdab T.Chhay -248
  • 8. mhaviTüal½ysMNg;sIuvil viTüasßanCatiBhubec©keTskm<úCa GaMgetRkal GnuKmn_nwgeGaynUvmMurgVil nigPaBdab ¬ExSekageGLasÞic¦ sMrab;tMbn;nImYy²rbs;Fñwm. karkMNt;sBaØa³ enAeBlGnuvtþsmIkar 8-4 eKcaM)ac;RtUveRbIsBaØad¾RtwmRtUvsMrab;m:Um:g;Bt; M Edl)an begáItedaykarkMNt;sBaØaEdleRbIenAkñúgkarbMEbksmIkarenH ¬rUbTI 8-9a¦. elIsBIenH rMlwkfaPaB dabν viC¢man manTisedAeLIgelI ehIyCalT§pl mMurgVil θ viC¢manRtUv)anvas;edayRcasRTnicnaLika BIG½kS x . ehtuplsMrab;karkMNt;sBaØaenHRtUv)anbgðajenAkñúgrUbTI 8-9b. enATIenH kMeNIn dx nig dν enAelIG½kS x nigν mantMélviC¢man eFVIeGaykMeNIn dθ vilRcasRTnicnaLika. ehIyedaysarEtmMu rgVil θ mantMéltUc enaHeKGackMNt;tMélrbs;vaEdlKitCara:düg;edaypÞal;BIθ ≈ tan θ = dν / dx . lkçxNÐCab; niglkçxNÐRBMEdn (boundary and continuity condition)³ eKkMNt;tMélrbs;GaMget- RkaledaykMNt;GnuKmn_sMrab;mMurgVil nigGnuKmn_sMrab;bMlas;TIenARtg;cMnucCak;lak;enAelIFñwm EdleK GacdwgtMélrbs;GnuKmn_. tMélTaMgenHRtUv)aneKehAfalkçxNÐRBMEdn. Ca]TahrN_ RbsinebIFñwmRtUv )anRTedayTMrkl; b¤TMrsnøak; enaHeKTamTareGaybMlas;TIrbs;vaesμIsUnüenARtg;cMnucenaH. ehIy enA Rtg;TMrbgáb; TaMgmMurgVil nigbMlas;TIesμInwgsUnü. RbsinebIeKminGaceRbIEtkUGredaen x edIm,IedaHRsaysmIkarsMrab;mMurgVilrbs;Fñwm b¤ExSekag eGLasÞic enaHeKRtUveRbIlkçxNÐCab;edIm,IkMNt;tMélefrrbs;GaMgetRkalxøH. BicarNaFñwmenAkñúgrUbTI 8-10. enATIenH kUGredaen x1 nig x2 mann½yEtenAkñúgtMbn; AB nig BC erogKña. enAeBleKTTYl)an GnuKmn_sMrab;mMurgVil nigGnuKmn_sMrab;PaBdabenARtg;cMnuc B ¬ x1 = x2 = a ¦ dUcenHExSekageGLa sÞicmanlkçN³Cab;enARtg;cMnucenH. edayKittamn½yKNitviTüa vaTamTareGayθ1 (a ) = θ 2 (a ) ehIy ν 1 (a ) = ν 2 (a ) . eKGaceRbIsmIkarTaMgenHsMrab;kMNt;tMélefrrbs;GaMgetRkalcMnYnBIr. Deflection T.Chhay -249
  • 9. Department of Civil Engineering NPIC dMeNIrkarkñúgkarviPaK (Procedure for analysis) CMhanxageRkampþl;nUvviFIsMrab;kMNt;mMurgVil nigPaBdabrbs;FñwmedayeRbIviFIGaMgetRkalDub. eKKYrdwgfaviFIenHsaksmsMrab;EtPaBdabeGLasÞicsMrab;FñwmEdlmanmMurgViltUcb:ueNÑaH. elIsBIenH viFIenHBicarNaEtPaBdabEdlbNþalBIm:Um:g;Bt;b:ueNÑaH. PaBdabbEnßmEdlbNþalBIkMlaMgkat;CaTUeTA esμInwgBIr b¤bIPaBryénPaBdabedaym:Um:g;Bt;b:ueNÑaH dUcenHCaFmμtavaRtUv)aneKecalsMrab;karGnuvtþ. ExSekageGLasÞic sg;KMehIjénExSekageGLasÞicrbs;Fñwm. rMlwkfacMnucénmMurgVil nigPaBdabsUnüekItmanenA Rtg;TMrbgáb; ehIyPaBdabsUnüekItmanenARtg;TMrkl; nigTMrsnøak;. sg;G½kSkUGredaen x nig v . G½kS x RtUvEtRsbeTAnwgG½kSFñwmEdlminTan;xUcRTg;RTay ehIy Kl;rbs;vaenAEpñkxageqVgrbs;Fñwm EdlTisedATissþaMCaTisedAviC¢man. RbsinebImanbnÞúkEdlmanCab;eRcIn eKRtUvbegáItkUGredaen x Edlmann½ysMrab;tMbn;nImYy² rbs;FñwmrvagPaBminCab;enaH. enARKb;krNITaMgGs; G½kSν mantMélviC¢manenAeBlEdlvamanTisedAeLIgelI GnuKmn_bnÞúk b¤GnuKmn_m:Um:g;Bt; sMrab;tMbn;nImYy²EdlenAkñúgenaHmankUGredaen x eKRtUvsresrsmIkarm:Um:g;Bt; M CaGnuKmn_ én x . eKEtgEtsnμt;fam:Um:g;Bt; M eFVIGMeBIkñúgTisedAviC¢manenAeBlEdlGnuvtþsmIkarlMnwgedIm,IkMN t; M = f (x ) . mMurgVil nigExSekageGLasÞic eday EI CatMélefr GnuvtþsmIkarm:Um:g; EId 2ν / dx 2 = M (x ) EdlTamTarGaMgetRkalcMnYnBIr dg. sMrab;kareFVIGaMgetRkalnImYy² eKcaM)ac;RtUvEtbBa©ÚltMélefrrbs;GaMgetRkal. eK kMNt;tMélTaMgenHedayeRbIlkçxNÐRBMEdnsMrab;TMr ehIyeKeRbIlkçxNÐCab;sMrab;GnuKmn_BIr CYbKña. enAeBlEdleKkMNt;efrGaMgetRkalehIy eKRtUvCMnYsvaeTAkñúgsmIkarmMurgVil nigsmIkarPaB dabeLIgvij. cugeRkay eKGackMNt;mMurgVil nigPaBdabenARtg;cMnucCak;lak;enAelIExSekag eGLasÞic)an. eKGacepÞógpÞat;lT§plEdlTTYledaylkçN³RkaPicedayeRbobeFobvaCa mYynwgExSekageGLasÞicEdleyIg)anKUrBIxagelI. tMélviC¢mansMrab;mMurgVilKWRcasRTnicnaLika ehIyPaBdabviC¢manmanTisedAeLIgelI. PaBdab T.Chhay -250
  • 10. mhaviTüal½ysMNg;sIuvil viTüasßanCatiBhubec©keTskm<úCa ]TahrN_ 8-3³ Fñwmkugs‘ulEdlbgðajenAkñúgrUbTI 8-11a rgm:Um:g; M enAcugTMenrrbs;va. 0 kMNt;smIkarExSekageGLasÞic. EI CatMélefr. dMeNaHRsay³ ExSekageGLasÞic³ bnÞúkxageRkAeFVIFñwmxUcRTg;RTaydUcbgðajenAkñúgrUbTI 8-11a. tamkarGegát eKGackMNt;m:Um:g;Bt;enAkñúgFñwmTaMgmUledayeRbIEtkUGredaen x . GnuKmn_m:Um:g;Bt;³ BIdüaRkamGgÁesrI CamYynwgm:Um:g;Bt; M EdlmanGMeBIenAkñúgTisedAviC¢man ¬rUbTI 8- 11b¦ eyIg)an M = M0 mMurgVil nigExSekageGLasÞic³ edayGnuvtþsmIkar 8-4 nigedayeFVIGaMgetRkalBIrdgenaH d 2ν EI = M0 (1) dx dν EI = M 0 x + C1 (2) dx M x2 EIν − 0 + C1 x + C 2 (3) 2 edayeRbIlkçxNÐRBMEdn dν / dx = 0 enARtg; x = 0 nigν = 0 enARtg; x = 0 enaH C1 = C2 = 0 . edayCMnYslT§plTaMgenHeTAkñúgsmIkar (2) nig (3) CamYynwg θ = dν / dx eyIg)an M0x θ= EI M x2 ν= 0 2 EI mMurgVilGtibrma nigPaBdabGtibrma ekItmanenARtg;cMnuc A Edl x = L M 0L θA = (4) EI M L2 νA = 0 (5) 2 EI Deflection T.Chhay -251
  • 11. Department of Civil Engineering NPIC lT§plviC¢mansMrab; θ A bgðajfacMnuc A xUcRTg;RTayedayvilRcasRTnicnaLika ehIylT§plviC¢man sMrab;ν A bgðajfaPaBdabenARtg;cMnuc A manTisedAeLIgelI. lT§plenHRtUvKñanwglT§plEdl)anKUr RBagenAkñúgrUbTI 8-11a. edIm,ITTYl)anKMnitxøHCaTMhMCak;EsþgsMrab;mMurgVil nigPaBdabenARtg;cMnuc A eKeGayFñwmenA kñúgrUbTI 8-11a manRbEvg 3.6m Tb;Tl;nwgm:Um:g; M 0 = 20kN .m ehIyFñwmenHRtUv)ansg;BIEdkEdl man Est = 200GPa . RbsinebIeKsikSaKNnaFñwmenHedaymineRbIemKuNsuvtßiPaBedaysnμt;fa kug RtaMgEkgGnuBaØatesμInwgkugRtaMgyal (yield stress) σ aloow = 250 N / mm 2 enaHeKrkeXIjfamuxkat; W 6 × 9 ¬ I = 6.8 ⋅ 10 6 mm 4 ¦ manlkçN³RKb;RKan;kñúgkarTb;Tl;nwgbnÞúkxageRkAenH. BIsmIkar (4) nig (5) eyIgTTYl)an 20kN .m(3.6m ) θA = [200 ⋅10 kN / m ][6.8 ⋅10 6 2 6 × 10 −12 m 4 ] = 0.0529rad 20kN .m(3.6m )2 νA = [ ][ 2 200 ⋅ 10 6 kN / m 2 6.8 ⋅ 10 6 × 10 −12 m 4 ] = 95.3mm edaysar θ A = 0.00280(10 −6 ) << 1 enaHvabgðajfakareRbIR)as;smIkar 8-4 manlkçN³RbesIrCag 2 karGnuvtþsmIkar 8-3 sMrab;karkMNt;PaBdabrbs;Fñwm. ehIy edaysarkarGnuvtþCaelxenHGnuvtþeTA elIFñwmkugs‘ul dUcenHeyIgTTYl)anθ max nigν max mantMélFMCagθ max nigν max sMrab;FñwmTMrsamBaØ. ]TahrN_ 8-4³ FñwmenAkñúgrUbTI 8-12a rgbnÞúk P enAxagcugTMenrrbs;va. kMNt;bMlas;TIenARtg; C . EI CatMélefr. dMeNaHRsay³ ExSekageGLasÞic³ FñwmxUcRTg;RTaykñúgTMrg;dUcbgðajenAkñúgrUbTI 8-12a. edaysarEtbnÞúk eKRtUv BicarNakUGredaen x BIIr. PaBdab T.Chhay -252
  • 12. mhaviTüal½ysMNg;sIuvil viTüasßanCatiBhubec©keTskm<úCa GnuKmn_m:Um:g;Bt;³ edayeRbIdüaRkamGgÁesrIEdlbgðajenAkñúgrUbTI 8-12b eyIg)an P M1 = − x1 0 ≤ x1 ≤ 2a 2 P M 2 = − x2 + 3P ( x 2 − 2a ) 2 2 = Px 2 − 3Pa 2a ≤ x 2 ≤ 3a mMurgVil nigExSekageGLasÞic³ edayGnuvtþsmIkar 8-4 d 2ν 1 sMrab; x1 / EI 2 = − P x1 2 dx1 dν P 2 EI 1 = − x1 + C1 (1) dx1 4 P 3 EIν 1 = − x1 + C1 x1 + C 2 (2) 12 d ν2 2 sMrab; x2 / EI 2 = Px 2 − 3Pa dx 2 dν 2 P 2 EI = x 2 − 3Pax 2 + C3 (3) dx 2 2 P 3 3 EIν 2 = x 2 − Pax 2 + C3 x 2 + C 4 2 (4) 6 2 eKkMNt;efrGaMgetRkalTaMgbYnedayeRbIlkçxNÐRBMEdnbI eBalKWν 1 = 0 enARtg; x1 = 0 / ν 1 = 0 enA Rtg; x1 = 2a nigν 2 = 0 enARtg; x2 = 2a nigsmIkarénPaBCab;mYy. enATIenH PaBCab;rbs;mMurgVil enARtg;TMrkl;TamTareGay dν 1 / dx1 = dν 2 / dx2 enARtg; x1 = x2 = 2a . cMNaMfaPaBCab;énbMlas; TIenARtg;cMnuc B RtUv)aneKKitenAkñúglkçxNÐRBMEdnrYcehIy edaylkçN³minpÞal;edaysar ν 1 = ν 2 = 0 enARtg; x1 = x 2 = 2a . edayGnuvtþlkçxNÐTaMgbYnenH eyIg)an ν 1 = 0 enARtg; x1 = 0 0 = 0 + 0 + C2 ν 1 = 0 enARtg; x1 = 2a 0 = − (2a )3 + C1 (2a ) + C 2 P 12 ν 2 = 0 enARtg; x 2 = 2a 0 = (2a )3 − Pa(2a )3 + C3 (2a ) + C 4 P 3 6 2 dν 1 (2a ) dν 2 (2a ) = − P (2a )2 + C1 = P (2a )2 − 3Pa(2a ) + C3 dx1 dx 2 4 2 edayedaHRsaysmIkarxagelI eyIg)an Pa 2 10 2 C1 = C2 = 0 C3 = Pa C 4 = −2 Pa 3 3 3 edayCMnYs C3 nig C4 eTAkñúgsmIkar (4) eyIg)an P 3 3 Pa 2 10 Pa 2 2 Pa 3 ν2 = x2 − x2 + x2 − 6 EI 2 EI 3EI EI Deflection T.Chhay -253
  • 13. Department of Civil Engineering NPIC eKGackMNt;PaBdabenARtg;cMnuc C edayCMnYs x2 = 3a . eyIg)an Pa 3 νc = − EI *>$> RTwsþIRkLaépÞm:Um:g; (Moment-Area Theorems) KMnitedImcMnYnBIrsMrab;RTwsþIRkLaépÞm:Um:g;RtUv)anbegáIteLIgeday Otto Mohr nigeRkaymk RtUv)anbkRsayCapøÚvkareday Charles E. Greene enAkñúgqñaM 1873. RTwsþITaMgenHpþl;nUvbec©keTs RkaPicBak;kNþal (semigraphical technique) sMrab;kMNt;mMurgVilénExSekageGLasÞic nigPaBdab rbs;vaEdlbNþalBIm:Um:g;Bt;. vamanKuNsm,tþiBiessenAeBleKeRbIvasMrab;edaHRsaycMeNaTEdl Tak;TgnwgFñwm. CaBiessFñwmEdlrges‘rIénbnÞúkcMcMnuc b¤EdlkMNat;rbs;vamanm:Um:g;niclPaBxusKña. eKeyageTAelIFñwmEdlrgbnÞúkdUcbgðajenAkñúgrUbTI 8-13a edIm,IbegáItRTwsþITaMgenH. Rbsin ebIeyIgKUrdüaRkamm:Um:g;Bt;sMrab;Fñwm ehIybnÞab;mkEckvanwgPaBrwgTb;nwgkarBt;begáag (flexural rigidity) EI enaHeKTTYl)andüaRkam M / EI dUcEdlbgðajenAkñúgrUbTI 8-13b. tamsmIkar 8-2 ⎛M ⎞ dθ = ⎜ ⎟dx ⎝ EI ⎠ dUcenH eyIgeXIjfabMErbMrYlmMurgVil dθ énbnÞat;b:HenAelIRCugsgxagrbs;Fatu dx esμInwgRkLaépÞqUtén ExSekag M / EI ¬BIcMnuc A eTAcMnuc B énrUbTI 8-13¦. kareFVIGaMgetRkalBIcMnuc A enAelIExSekag eGLasÞiceTAcMnuc B ¬rUbTI 8-13c¦ eyIg)an BM θB/ A = ∫ dx (8-5) A EI smIkarenHbegáIt)anCaeKalkarN_sMrab;RTwsþIRkLaépÞm:Um:g;TImYy. PaBdab T.Chhay -254
  • 14. mhaviTüal½ysMNg;sIuvil viTüasßanCatiBhubec©keTskm<úCa RTwsþITI1³ bMErbMrYlmMurgVilrvagcMnucBIrenAelIExSekageGLasÞicesμInwgRkLaépÞrbs;düaRkam M / EI cenøaHcMnucTaMgBIrenaH. nimitþsBaØaθ B / A CamMuénbnÞat;b:HenARtg;cMnuc B Edlvas;eFobeTAnwgbnÞat;b:HenARtg;cMnuc A . BI karRsaybBa¢ak; eyIgeXIjfaeKvas;mMuenHBIbnÞat;b:HRtg;cMnuc A eTAbnÞat;b:HRtg;cMnuc B RbsinebIRkLa épÞéndüaRkam M / EI mantMélviC¢man ¬rUbTI 8-13c¦. pÞúymkvij RbsinebIRkLaépÞenHGviC¢man b¤ enABIeRkamG½kS x enaHmMuθ B / A RtUv)anvas;RsbRTnicnaLikaBIbnÞat;b:HRtg;cMnuc A eTAbnÞat;b:HRtg;cMnuc B . elIsBIenH BIkarKitxñaténsmIkar 8-5 θ B / A RtUv)anKitCara:düg;. RTwsþIRkLaépÞm:Um:g;Bt;TIBIrKWEp¥kelIlMgakeFobénbnÞat;b:Hrbs;ExSekageGLasÞic. dUceXIjenA kñúgrUbTI 8-14c dt CalMgakbBaÄrrbs;bnÞat;b:HenAelIRCugmçagrbs;FatuGnnþtUc dx . eKvas;lMgakenH tambeNþayExSQrEdlkat;tamcMnuc A . edaysareKsnμt;famMurgVilrbs;ExSekageGLasÞic nigPaB dabrbs;vamantMéltUc dUcenHeKGacKitfaRbEvgbnÞat;b:HesμInwgRbEvg x ehIyRbEvgFñÚ ds' esμInwg dt . edayeRbIrUbmnþkMNat;FñÚrbs;rgVg; s = θr eday r CaRbEvg x dUcenHeyIgGacsresr dt = xdθ . eday eRbIsmIkar 8-2 ¬ dθ = (M / EI )dx ¦ enaHeKGackMNt;lMgaktamTisQrrbs;bnÞat;b:HRtg;cMnuc A Edl eFobnwgbnÞat;b:HRtg;cMnuc B edayGaMgetRkal EdlenAkñúgkrNIenH B M t A/ B = ∫ x dx (8-6) A EI rMlwkBIemeronsþaTic TIRbCMuTMgn;rbs;RkLaépÞRtUv)ankMNt;BI x ∫ dA = ∫ xdA . edaysar ∫ (M / EI )dx CaRkLaépÞrbs;düaRkam M / EI enaHeyIgGacsresr Deflection T.Chhay -255
  • 15. Department of Civil Engineering NPIC v BM t A/ B = x∫ dx (8-7) A EI enATIenH x CacMgayBIG½kSQrEdlkat;tamcMnuc A eTATIRbCMuTMgn;rbs;RkLaépÞcenøaHcMnuc A nig B ¬rUb TI 8-14b¦. eKGacbkRsayRTwsþIRkLaépÞm:Um:g;TIBIrdUcxageRkam³ RTwsþITI2³ RbEvglMgakbBaÄrrbs;bnÞat;b:HRtg;cMnuc A enAelIExSekageGLasÞiceFobnwgbnÞat;b:HEdl bnøayBIcMnuc B esμInwgm:Um:g;énRkLaépÞrbs;düaRkam M / EI cenøaHcMnucBIr ¬ A nig B ¦. m:Um:g;enHRtUv)aneKKNnaRtg;cMnuc A ¬cMnucenAelIExSeGLasÞic¦ EdlCaTItaMgEdleKRtUvkar kMNt;lMgak t A / B . kñúgkrNIEdlm:Um:g;énRkLaépÞ M / EI BIcMnuc A eTAcMnuc B mantMélviC¢man dUcenAkñúgrUbTI 8- 14b enaHmann½yfabnÞat;b:HRtg;cMnuc A sßitenABIelIbnÞat;b:HeTAnwgExSekagEdlbnøayBIcMnuc B ¬rUbTI 8-14c¦. dUcKña m:Um:g;énRkLaépÞ M / EI EdlmanTMhMGviC¢man bgðajfabnÞat;b:HRtg;cMnuc A sßitenA BIeRkambnÞat;b:HEdlbnøayBIcMnuc B . cMNaMfa CaTUeTA t A / B minesμInwg t B / A eT dUcEdlbgðaj enAkñúg rUbTI 8-14d. CaBiess edIm,IkMNt; t A / B eKRtUvrkm:Um:g;énRkLaépÞrbs;düaRkam M / EI enAcenøaH cMnuc A nigcMnuc B Rtg;cMnuc A ¬rUbTI 8-14b¦ ehIyedIm,IKNna t B / A eKRtUvrkm:Um:g;énRkLaépÞrbs; düaRkam M / EI enAcenøaH cMnuc A nigcMnuc B Rtg;cMnuc B . eKRtUvdwgfa eKGaceRbIRTwsþIRkLaépÞm:Um:g;edIm,IkMNt;mMu niglMgakcenøaHbnÞat;b:HenAelIExSekag eGLasÞicrbs;FñwmRtg;BIrcMnuc. CaTUeTA vaminpþl;nUvdMeNaHRsaysMrab;mMurgVil nigPaBdabRtg;cMnucmUy enAelIFñwmedaypÞal;eT. dMbUgeKRtUveFVIeGayGBaØatTaMgenHTak;TgeTAnwgmMu b¤lMgakbBaÄrrbs;bnÞat; b:H eTAnwgExSekageGLasÞic. CaFmμta eKRtUvKUrbnÞat;b:HRtg;TMredaysarcMnucTaMgenHminmanPaBdab nig/b¤manmMurgVilsUnü. krNIBiesskñúgkarbegáItTMnak;TMngEdlmanlkçN³FrNImaRtmanbgðajenAkñúg cMeNaT]TahrN_. dMeNIrkarkñúgkarviPaK (Procedure for analysis) CMhanxageRkampþl;nUvviFIEdlGaceRbIedIm,IkMNt;PaBdab nigmMurgVilRtg;cMnucmYyenAelIExS ekageGLasÞicrbs;FñwmedayeRbIRTwsþIRkLaépÞm:Um:g;. düaRkam M / EI kMNt;RbtikmμTMr nigsg;düalRkam M / EI rbs;Fñwm. PaBdab T.Chhay -256
  • 16. mhaviTüal½ysMNg;sIuvil viTüasßanCatiBhubec©keTskm<úCa RbsinebIFñwmrgbnÞúkcMcMnuc enaHdüaRkam M / EI nwgpSMeLIgedayes‘rIénkMNat;bnÞat;Rtg; dUc enHeKnwggayRsYlkñúgkarKNnaRkLaépÞ nigm:Um:g;énRkLaépÞsMrbs;RTwsþIRkLaépÞm:Um:g;. RbsinebIFñwmrgnUves‘rIénbnÞúkcMcMnuc nigbnÞúkBRgay eKGacKNnaRkLaépÞ M / EI nigm:Um:g;én RkLaépÞ M / EI edaysg;düaRkam M / EI CaEpñk edayeRbIviFItMrYtpldUckarENnaMenAkñúg kfaxNÐ 4-5. enAkñúgkNIEdldüaRkam M / EI manrag)a:ra:bUl b¤ExSekagEdlmandWeRkx<s; eKENnaMeGayeRbItaraglkçN³FrNImaRtrbs;RkLaépÞ. ExSekageGLasÞic sg;ExSekageGLasÞicrbs;Fñwm. rMlwkfamMurgVilsUnüekItmanenARtg;TMrbgáb; ehIybMlas;TIsUnü ekItmanenARtg;TMrbgáb; b¤TMrsnøak; b¤k¾TMrkl;. RbsinebIeKBi)aksg;ragTUeTArbs;ExSekageGLasÞic cUreRbIdüaRkamm:Um:g; b¤k¾düaRkam M / EI . eKRtUvdwgfa enAeBlEdlFñwmrgm:Um:g;viC¢man Fñwmpt cMENkÉFñwmrgm:Um:g;GviC¢man Fñwme)a:g. elIsBIenH cMnucrbt; b¤karpøas;bþÚrkMeNagekItmanenAeBlm:Um:g;enAkñúgFñwmesμIsUnü. eKRtUvbgðajbMlas;TI nigmMurgVilEdlRtUvkarKNnaenAelIExSekag. edaysarRTwsþIRkLaépÞ m:Um:g;Gnuvtþ)anEtenAcenøaHbnÞat;b:HBIr eKRtUvRby½tñkñúgkarsg;bnÞat;b:HedayeFVIy:agNaeGaymMu niglMgakrvagBYkvaGacedaHRsayrkPaBdab nigmMurgVi)an. cMeBaHbBaðaenH eKRtUvBicarNakñúg karsg;bnÞat;b:HenARtg;cMnucEdlRtUvrkmMurgVil nigPaBdab nigenARtg;TMr edaysarCaTUeTAFñwm manbMlas;TIsUnü nig/b¤mMurgVilsUnüenARtg;TMr. RTwsþIRkLaépÞm:Um:g; GnuvtþRTwsþITImYyedIm,IkMNt;mMurvagbnÞat;b:HBIr ehIyRTwsþITI2edIm,IkMNt;lMgakbBaÄrrvagbnÞat; b:HTaMgenaH. eKRtUvdwgfaCaTUeTARTwsþITI2minpþl;nUvbMlas;TIrbs;cMnucenAelIExSekageGLasÞiceT. enAeBl EdleKGnuvtþ)anRtwmRtUv vanwgpþl;nUgcMgaybBaÄr b¤lMgakénbnÞat;b:HenARtg;cMnuc A enAelI ExSekageGLasÞicBIbnÞat;b:HRtg;cMnuc B . bnÞab;BIGnuvtþRTwsþITI1 b¤RTwsþITI2 eKGacepÞógpÞat;sBaØarbs;cMeLIyBImMu niglMgakEdlbgðajenA elIExSekageGLasÞic. Deflection T.Chhay -257
  • 17. Department of Civil Engineering NPIC PaBdab T.Chhay -258
  • 18. mhaviTüal½ysMNg;sIuvil viTüasßanCatiBhubec©keTskm<úCa ]TahrN_ 8-5³ kMNt;mMurgVilenARtg;cMnuc B nigcMnuc C rbs;FñwmEdlbgðajenAkñúgrUbTI 8-15a. yk E = 200GPa nig I = 360(10 6 )mm 4 . dMeNaHRsay³ düaRkam M / EI ³ düaRkamenHRtUv)anbgðajenAkñúgrUbTI 8-15b. vamanlkçN³gayRsYlCagkñúgkar edaHRsaycMeNaTenHedayeRbItY EI nigCMnYsCatMélelxenACMhancugeRkay. ExSekageGLasÞic³ bnÞúk10kN eFVIeGayFñwmxUcRTg;RTaydUcbgðajenAkñúgrUbTI 8-15c. FñwmxUcRTg; RTayedaylkçN³e)a:g edaysar M / EI GviC¢man. enATIenH bnÞat;b:HRtg;cMnuc A ¬TMr¦EtgEtmanTis edk. bnÞat;b:HRtg;cMnuc B nigcMnuc C manlkçN³dUcbgðajenAkñúgrUb. eyIgRtUvkarkMNt;rkθ B nig θ C . edaykarsg;bnÞat;b:H mMurvagbnÞat;b:HRtg; A nigbnÞat;b:HRtg; B eBalBIθ B / A smmUlnwg θ B . θB = θB/ A ehIy θC = θC / A RTwsþIRkLaépÞm:Um:g;³ edayGnuvtþRTwsþITI1 θ B / A esñInwgRkLaépÞrbs;düaRkam M / EI cenøaHcMnuc A nig cMnuc E Edl ⎛ 50kN .m ⎞ 1 ⎛ 100kN .m 50kN .m ⎞ θ B = θ B / A = −⎜ ⎟(5m ) − ⎜ − ⎟(5m ) ⎝ EI ⎠ 2 ⎝ EI EI ⎠ 375kN .m 2 =− EI edayCMnYstMélCaelxsMrab; E nig I eyIg)an − 375kN .m 2 [200(10 )kN / m ][360(10 )(10 )m ] = −0.00521rad 6 2 6 −12 4 sBaØaGviC¢manbgðajfamMuRtUv)anvas;RsbTisRTnicnaLikaBIcMnuc A ¬rUbTI 8-15c¦. Deflection T.Chhay -259
  • 19. Department of Civil Engineering NPIC tamrebobdUcKña RkLaépÞrbs;düaRkam M / EI cenøaHcMnuc A nigcMnuc C esμInwgθ C / A . eyIg)an 2 1 ⎛ 100kN .m ⎞ θC = θC / A = ⎜ − ⎟ (10m ) = − 500kN .m 2⎝ EI ⎠ EI edayCMnYsCatMélelxsMrab; EI / eyIg)an − 500kN .m 2 [200(10 )kN / m ][360(10 )(10 )m ] = −0.00694rad 6 2 6 −12 4 ]TahrN_ 8-6³ kMNt;PaBdabenARtg;cMnuc B nigcMnuc C rbs;FñwmEdlbgðajenAkñúgrUbTI 8-16a. tMélénm:Um:g;niclPaBrbs;Ggát;nImYy²RtUv)anbgðajenAkñúgrUb. yk E = 200GPa . dMeNaHRsay³ düaRkam M / EI ³ edaykarGegát düaRkamm:Um:g;sMrab;FñwmmanragCactuekaN. enATIenH eyIgnwgsg; düaRkam M / EI EdlTak;TgeTAnwg I BC edaydwgfa I AB = 2I BC ¬rUbTI 8-16b¦. tMélCaelxsMrab; EI nwgRtUv)anCMnYsenACMhancugeRkay. ExSekageGLasÞic³ m:Um:g;xageRkAenARtg;cMnuc C eFVIeGayFñwmxUcRTg;RTaydUcbgðajenAkñúgrUbTI 8-16c. bnÞat;b:HRtg;cMnuc A ¬TMr¦/ Rtg;cMnuc B nigcMnuc C RtUv)anbgðaj. eKtMrUveGayeyIgrk Δ B nig Δ C . bMlas;TITaMgenHGacTak;TgedaypÞal;eTAnwglMgakcenøaHbnÞat;b:H. BIkñúgrUbeyIgeXIjfa Δ B esμInwg lMgakrbs;bnÞat;b:HRtg;cMnuc B eFobeTAnwgbnÞat;b:HRtg;cMnuc A Edl Δ B = tB / A ehIy Δ C = tC / A PaBdab T.Chhay -260
  • 20. mhaviTüal½ysMNg;sIuvil viTüasßanCatiBhubec©keTskm<úCa RTwsþIRkLaépÞm:Um:g;³ edayGnuvtþRTwsþITI2 t B / A esñInwgm:Um:g;RkLaépÞrbs;düaRkam M / EI BC cenøaHcMnuc A nigcMnuc B EdlKitRtg;cMnuc B edaysarvaCacMnucEdleKRtUvkarkMNt;lMgakrbs;bnÞat;b:H. dUcenH BIrUbTI 8-16b ⎡ 250 N .m ⎤ 3 Δ B = tB / A = ⎢ (4m )⎥(2m ) = 2000 N .m ⎣ EI BC ⎦ EI BC edayCMnYstMélCaelx enaHeyIg)an 2000 N .m 3 ΔB = [200(10 )N / m ]⎡⎢⎣4(10 )mm ⎛⎜⎝1m /(10 ) mm 9 2 6 4 4 3 4 4 ⎞⎤ ⎟⎥ ⎠⎦ = 0.0025m = 2.5mm dUcKña sMrab; tC / A eyIgRtUvEtKNnam:Um:g;éndüaRkam M / EI BC BIcMnuc A eTAcMnuc C Rtg;cMnuc C . eyIg)an ⎡ 250 N .m ⎤ ⎡ ⎤ Δ C = tC / A = ⎢ (4m )⎥(5m ) + ⎢ 500 N .m (3m )⎥(1.5m ) ⎣ EI BC ⎦ ⎣ EI BC ⎦ 3 3 7250 N .m 7250 N .m = EI BC = [ ( ) ][ ( )( 200 10 N / m 2 4 10 6 10 −12 m 4 6 ) ] = 0.00906m = 9.06mm edaysarcMeLIyTaMgBIrmantMélviC¢man enaHcMnuc B nigcMnuc C RtUvsßitenABIxagelIbnÞat;b:HRtg;cMnuc A . ]TahrN_ 8-7³ kMNt;mMurgVilenARtg;cMnuc C rbs;FñwmEdlbgðajenAkñúgrUbTI 8-17a. yk E = / ( ) 200GPa I = 6 10 6 mm 4 . dMeNaHRsay³ düaRkam M / EI ³ rUbTI 8-17b. Deflection T.Chhay -261
  • 21. Department of Civil Engineering NPIC ExSekageGLasÞic³ edaysarbnÞúkEdlGnuvtþmkelIFñwmmanlkçN³sIuemRTI enaHExSekageGLasÞick¾RtUv manlkçN³sIuemRTIEdr dUcbgðajenAkñúgrUbTI 8-17c. eKTamTareGayeyIgrk θ C . eKRtUvdwgfabnÞat; b:HRtg;cMnuc D CabnÞat;edk dUcenHBIsMNg;bnÞat;b:H mMuθ D / C cenøaHbnÞat;b:HRtg;cMnuc C nigbnÞat;b:HRtg; cMnuc D esμInwg θ C . dUcenH θC = θ D / C RTwsþIRkLaépÞm:Um:g;³ edayeRbIRTwsþITI1 θ D / C esñInwgRkLaépÞqUtrbs;düaRkam M / EI BC cenøaHcMnuc C nigcMnuc D . eyIg)an ⎛ 30kN .m ⎞ 1 ⎛ 60kN .m 30kN .m ⎞ θ C = θ D / C = 3m⎜ ⎟ + (3m )⎜ − ⎟ ⎝ EI ⎠ 2 ⎝ EI EI ⎠ 135kN .m 2 = EI 135kN .m 2 dUcenH θC = [ ( ) ][ ( )( ) ] 200 10 6 kN / m 2 6 10 6 10 −12 m 4 = 0.112rad ]TahrN_ 8-8³ kMNt;mMurgVilenARtg;cMnuc C rbs;FñwmEdlbgðajenAkñúgrUbTI 8-18a. yk E = / 200GPa I = 360 10 6 mm 4 ( ) . dMeNaHRsay³ düaRkam M / EI ³ rUbTI 8-18b. ExSekageGLasÞic³ ExSekageGLasÞicRtUv)anbgðajenAkñúgrUbTI 8-18c. eKtMrUveGayeyIgkMNt; θ C . sg;bnÞat;b:HRtg;cMnuc A / B ¬TMr¦ nigRtg;cMnuc C ehIycMNaMfaθ C / A CamMurvagbnÞat;b:HRtg;cMnuc A nig PaBdab T.Chhay -262
  • 22. mhaviTüal½ysMNg;sIuvil viTüasßanCatiBhubec©keTskm<úCa cMnuc C . ehIyeKGackMNt;mMu φ enAkñúgrUbTI 8-18c edayeRbI φ = t B / A / L AB . smIkarenHmann½y edaysar t B / A mantMéltUc ehtudUcenHeKGacyk t B / A esμInwgRbEvgkMNat;FñÚEdlkMNt;edaykaM L AB = 8m nigmMu φ ¬rMlwkfa s = rθ ¦. BIrUbFrNImaRténrUbTI 8-18c eyIg)an tB / A θC = φ − θC / A = − θC / A (1) 8 RTwsþIRkLaépÞm:Um:g;³ edayeRbIRTwsþITI1 θ C / A esñInwgRkLaépÞrbs;düaRkam M / EI cenøaHcMnuc A nigcMnuc C . eyIg)an 2 θC / A = 1 (2m )⎜ 20kN .m ⎞ = 20kN .m ⎛ ⎟ 2 ⎝ EI ⎠ EI edayGnuvtþRTwsþI2 t B / A esμInwgm:Um:g;RkLaépÞrbs;düaRkamm:Um:g;cenøaHcMnuc B nigcMnuc A Rtg;cMnuc B edaysarvaCacMnucEdleKRtUvkarrklMgakrbs;bnÞat;b:H. eyIg)an ⎡ ⎤⎡1 ⎛ 60kN .m ⎞⎤ 2 ⎡1 ⎛ 60kN .m ⎞⎤ t B / A = ⎢2m + (6m )⎥ ⎢ (6m )⎜ ⎟⎥ + (2m )⎢ (2m )⎜ 1 ⎟⎥ ⎣ 3 ⎦⎣ 2 ⎝ EI ⎠⎦ 3 ⎣2 ⎝ EI ⎠⎦ 800kN .m 3 = EI edayCMnYslT§plTaMgenHeTAkñúgsmIkar (1) eyIg)an 800kN .m 3 20kN .m 2 80kN .m 2 θC = − = (8m )EI EI EI 80kN .m 2 dUcenH θC = [200(10 )kN / m ][360(10 )(10 )m ] = 0.0011rad 6 2 6 −12 4 ]TahrN_ 8-9³ kMNt;PaBdabenARtg;cMnuc C rbs;FñwmEdlbgðajenAkñúgrUbTI 8-19a. yk E = / 200GPa I = 4 10 6 mm 4 ( ) . Deflection T.Chhay -263
  • 23. Department of Civil Engineering NPIC dMeNaHRsay³ düaRkam M / EI ³ rUbTI 8-19b. ExSekageGLasÞic³ enATIenH eKtMrUveGayeyIgrk Δ C ¬rUbTI 8-19c¦. vaminEmnCaPaBdabGtibrma rbs;FñwmeT edaysarbnÞúk nigExSekageGLasÞicminmanlkçN³sIuemRTIeT. GIVEdlbgðajenAkñúgrUbTI 8- 19c CabnÞat;b:HenARtg;cMnuc A / cMnuc B ¬TMr¦ nigcMnuc C . RbsinebIeKkMNt; t A / B enaHeKGacrk Δ' BI RtIekaNdUc Edl Δ' / 3 = t A / B / 6 b¤ Δ' = t A / B / 2 . BIsMNg;bnÞat;b:HenAkñúgrUbTI 8-19c eyIg)an t A/ B ΔC = − tC / B (1) 2 RTwsþIRkLaépÞm:Um:g;³ eyIgnwgGnuvtþRTwsþITI2 edIm,Irk t A / B nig tC / B . enATIenH t A / B Cam:Um:g;RkLaépÞ rbs;düaRkam M / EI cenøaHcMnuc A nigcMnuc B Rtg;cMnuc A . eyIg)an ⎤⎡1 ⎛ 5kN .m ⎞⎤ 30kN .m 3 ⎡1 t A / B = ⎢ (6m )⎥ ⎢ (6m )⎜ ⎟⎥ = ⎣3 ⎦⎣ 2 ⎝ EI ⎠⎦ EI ehIy tC / B Cam:Um:g;RkLaépÞ rbs;düaRkam M / EI cenøaHcMnuc C nigcMnuc B Rtg;cMnuc C . eyIg)an ⎤⎡1 ⎛ 2.5kN .m ⎞⎤ 3.75kN .m 3 ⎡1 tC / B = ⎢ (3m )⎥ ⎢ (3m )⎜ ⎟⎥ = ⎣3 ⎦⎣ 2 ⎝ EI ⎠⎦ EI edayCMnYslT§plTaMgenHeTAkñúgsmIkar (1) eyIg)an 1 ⎛ 30kN .m 3 ⎞ 3.75kN .m 3 11.25kN .m 3 ⎜ ⎟− ΔC = = 2⎜⎝ EI ⎟ ⎠ EI EI CMnYsCatMélelxeyIg)an 11.25kN .m 3 ΔC = [200(10 )kN / m ][4(10 )(10 )m ] 6 2 6 −12 4 = 0.0141m = 14.1mm ]TahrN_ 8-10³ kMNt;PaBdabenARtg;cMnuc C rbs;FñwmEdlbgðajenAkñúgrUbTI 8-20a. yk E = / 200GPa I = 250 10 6 mm 4 ( ) . dMeNaHRsay³ düaRkam M / EI ³ dUcbgðajenAkñúgrUbTI 8-20b düaRkamenHpSMeLIgedayRtIekaN nig)a:ra:bUl. ExSekageGLasÞic³ bnÞúkbgáeGayFñwmxUcRTg;RTaydUcbgðajenAkñúgrUbTI 8-20c. eKtMrUveGayeyIgrk Δ C . edaysg;bnÞat;b:HenARtg;cMnuc A / cMncu B ¬TMr¦ nigcMnuc C eyIgeXIjfa Δ C = t C / A − Δ' . b:uEnþ eKGacP¢ab;TMnak;TMng Δ' eTAnwg t B / A edayRtIekaNdUc Edl Δ' / 16 = t B / A / 8 b¤ Δ' = 2t B / A dUcenH Δ C = t C / A − 2t B / A (1) PaBdab T.Chhay -264
  • 24. mhaviTüal½ysMNg;sIuvil viTüasßanCatiBhubec©keTskm<úCa RTwsþIRkLaépÞm:Um:g;³ eyIgnwgGnuvtþRTwsþITI2 edIm,Irk tC / A nig t B / A . enATIenH tC / A Cam:Um:g;RkLaépÞ rbs;düaRkam M / EI cenøaHcMnuc C nigcMnuc A Rtg;cMnuc C . eyIg)an ⎡3 ⎤⎡1 ⎛ 192kN .m ⎞⎤ ⎡ 1 ⎤⎡1 ⎛ 192kN .m ⎞⎤ t C / A = ⎢ (8m )⎥ ⎢ (8m )⎜ − ⎟⎥ + ⎢ (8m ) + 8m⎥ ⎢ (8m )⎜ − ⎟ ⎣4 ⎦⎣3 ⎝ EI ⎠⎦ ⎣ 3 ⎦⎣ 2 ⎝ EI ⎠⎥ ⎦ 11264kN .m 3 =− EI ehIy t B / A Cam:Um:g;RkLaépÞ rbs;düaRkam M / EI cenøaHcMnuc B nigcMnuc A Rtg;cMnuc B . eyIg)an ⎡1 ⎤⎡1 ⎛ 192kN .m ⎞⎤ 2048kN .m 3 = ⎢ (8m )⎥ ⎢ (8m )⎜ − ⎟ =− EI ⎠⎥ tB / A ⎣3 ⎦⎣ 2 ⎝ ⎦ EI ehtuGIV)anCatYTaMgenHmantMélGviC¢man? edayCMnYslT§plTaMgenHeTAkñúgsmIkar (1) eyIg)an 11264kN .m 3 ⎛ 2048kN .m 3 ⎞ ΔC = − − 2⎜ − ⎟ EI ⎜ EI ⎟ ⎝ ⎠ 3 7168kN .m =− EI 7168kN .m 3 dUcenH ΔC = − [ ( ) ][ ( )( ) ] 200 10 6 kN / m 2 250 10 6 10 −12 m 4 = −0.143m ]TahrN_ 8-11³ kMNt;mMurgVilenARtg;cMnuc B rbs;FñwmlysgxagdUcbgðajenAkñúgrUbTI 8-21a. yk E = / ( ) 200GPa I = 18 10 6 mm 4 . Deflection T.Chhay -265
  • 25. Department of Civil Engineering NPIC dMeNaHRsay³ düaRkam M / EI ³ eKGacsMrYldüaRkam M / EI edayKUrvaCaEpñk nigBicarNadüaRkam M / EI sMrab; bnÞúkbI EdlbnÞúknImYy²manGMeBIenAelIFñwmkugs‘ulEdlmanTMrbgáb;enARtg;cMnuc D ¬ rUbTI 8-21b¦. eKminKitbnÞúk10kN eT edaysarvaminbegáItm:Um:g;enARtg;cMnuc D . ExSekageGLasÞic³ RbsinebIeKKUrbnÞat;b:HRtg;cMnuc B nigRtg;cMnuc C ¬rUbTI 8-21c¦ eKGackMNt;mMu rgVil B edayrk tC / B nigsMrab;mMutUc tC / B θB = (1) 2m RTwsþIRkLaépÞm:Um:g;³ edIm,Irk t B / C eyIgGnuvtþRTwsþIRkLaépÞm:Um:g;edayrkm:Um:g;RkLaépÞrbs;düaRkam M / EI cenøaH BC Rtg;cMnuc C . m:Um:g;RkLaépÞEdleyIg)anrkCam:Um:g;énRkLaépÞEdlqUtrbs;düaRkam BIrenAkñúgrUbTI 8-21b. dUcenH ⎡ ⎛ 30kN .m ⎞⎤ ⎛ 2m ⎞ ⎡ 1 ⎛ 10kN .m ⎞⎤ t C / B = (1m )⎢(2m )⎜ − ⎟⎥ + ⎜ ⎟ ⎢ (2m )⎜ ⎟⎥ ⎣ ⎝ EI ⎠⎦ ⎝ 3 ⎠ ⎣ 2 ⎝ EI ⎠⎦ 53.33kN .m 3 = EI edayCMnYslT§plxagelIeTAkñúgsmIkar (1) eyIg)an PaBdab T.Chhay -266
  • 26. mhaviTüal½ysMNg;sIuvil viTüasßanCatiBhubec©keTskm<úCa 53.33kN .m 3 θB = (2m )[200(10 6 )kN / m 3 ][18(10 6 )(10 −12 )m 4 ] = 0.00741rad *>%> viFIFñwmnimitþ (Conjugate-beam method) vIFIFñwmnimitþRtUv)anbegáItedaym‘uyeyeRbsøÚ enAkñúgqñaM 1865. CaBiess vatMrUveGaykar KNnamanTMhMesμIKñanwgRTwsþIRkLaépÞm:Um:g;edIm,IkMNt;mMurgVil b¤PaBdabrbs;Fñwm b:uEnþviFIenHk¾QrelI eKalkarN_sþaTic EdleyIgGacedaHRsayedaygay. eKalkarN_sMrab;TTYl)anviFIenHRsedogKñanwgsmIkar 4-1 nigsmIkar 4-2 nigBIsmIkar 8-2 dl;smIkar 8-4. edIm,IbgðajnUvPaBdUcKña eyIgnwgsresrsmIkarTaMgenHdUcxageRkam dV =w d 2M =w dx dx 2 dθ M d 2v M = = dx EI dx 2 EI edayeFVIGaMgetRkal eyIgTTYl)an V = ∫ wdx [ M = ∫ ∫ wdx dx ] b b b b ⎛M ⎞ ⎡ ⎛M ⎞ ⎤ θ = ∫ ⎜ ⎟dx ν = ∫ ⎢ ∫ ⎜ ⎟dx ⎥dx ⎝ EI ⎠ ⎣ ⎝ ⎠ ⎦ EI enATIenH kMlaMgkat; V manlkçN³RsedognwgmMurgVilθ m:Um:g;Bt; M manlkçN³RsedognwgbMlas;Tν I ehIybnÞúkxageRkAmanlkçN³RsedognwgdüaRkam M / EI . edIm,Iyl;BIkarRbdUcenH eyIgnwgBicarNa FñwmEdlmanRbEvgdUcKñanwgFñwmBit EdleKeGayeQμaHfaFñwmnimitþ (conjugate beam) enAkñúg rUbTI 8- Deflection T.Chhay -267
  • 27. Department of Civil Engineering NPIC 22. FñwmnimitþrgnUvbnÞúkéndüaküam M / EI EdldUcKñanwgbnÞúk w EdlmanGMeBIenAelIFñwmBit. BIkarRb dUcxagelI eyIgGaceBalnUvRTwsþIBIrEdlTak;TgeTAnwgFñwmnimitþKW RTwsþITI1³ mMurgVilenARtg;cMnucmYyenAelIFñwmBitmantMélCaelxesμInwgkMlaMgkat;enARtg;cMnucRtUvKñaenA elIFñwmnimitþ. RTwsþITI2³ bMlas;TIrbs;cMnucmYyenAelIFñwmBitmantMélCaelxesμInwgm:Um:g;Bt;enARtg;cMnucRtUvKñaenAelI Fñwmnimitþ. TMrrbs;Fñwmnimitþ³ enAeBlKUrFñwmnimitþeKcaM)ac;RtUveFVIeGaykMlaMgkat; nigm:Um:g;Bt;EdlekItmanenARtg; TMrrbs;FñwmnimitþRtUvKñanwgmMurgVil nigPaBdabrbs;FñwmBitenARtg;TMrrbs;vaEdr edayeyagtamRTwsþITI1 nigRTwsþITI2. Ca]TahrN_ dUcEdl)aneXIjenAkñúgtarag 8-2 TMrsnøak; nigTMrkl;enARtg;cugrbs;Fñwm Bitpþl;nUvbMlas;TIsUnü b:uEnþmMurgVilrbs;vaminsUnü. Cavi)ak BIRTwsþITI1 nigRTwsþITI2 FñwmnimitþRtUvEtRT PaBdab T.Chhay -268
  • 28. mhaviTüal½ysMNg;sIuvil viTüasßanCatiBhubec©keTskm<úCa edayTMrsnøak; nigTMrkl;; edaysarTMrTaMgenHmanm:Um:g;sUnü EtmankMlaMgkat; b¤kMlaMgRbtikmμ. enA eBlFñwmBitRtUv)anRTedayTMrbgáb; (3) TaMgmMurgVil nigTaMgbMlas;enARtg;TMresμIsUnü. enATIenH Fñwm nimitþmancugesrI ¬KμanTMr¦ edaysarenAxagcugmankMlaMgkat;sUnü nigm:Um:g;Bt;sUnü. TMrRtUvKñarvagFñwm Bit nigFñwmnimitþsMrab;krNIepSgeTotmanbgðajenAkñúgtarag. ]TahrN_énFñwmBit nigFñwmnimitþRtUv)an bgðajenAkñúgrUbTI 8-23. cMNaMfa tamk,Ünc,ab; ¬edayecalkMlaMgtamG½kS¦ FñwmBitkMNt;eday sþaTicmanFñwmnimitþkMNt;edaysþaTic. cMENkÉFñwmBitminkMNt;edaysþaTicEdlbgðajenAkñúgkrNIcug eRkayénrUbTI 8-23 køayCaFñwmnimitþKμanesßrPaB. eTaHbICakrNIenHekIteLIgk¾eday k¾bnÞúk M / EI nwgpþl;nUvlMnwgedIm,IeFIVeGayFñwmmansißrPaB. dMeNIrkarkñúgkarviPaK (Procedure for analysis) CMhanxageRkampþl;nUvviFIEdlGaceRbIedIm,IkMNt;bMlas;TI nigmMurgVilRtg;cMnucmYyenAelIExS ekageGLasÞicrbs;FñwmedayeRbIviFIFñwmnimitþ. Fñwmnimitþ KUrFñwmnimitþsMrab;FñwmBit. FñwmenHRtUvmanRbEvgdUcKñanwgFñwmBit nigmanTMrRtUvKñadUcbgðajenAkñúg tarag 8-2. CaTUeTA RbsinebITMrrbs;FñwmBitmanmMurgVil enaHTMrrbs;FñwmnimitþRtUvmankMlaMgkat; ehIyebITMr rbs;FñwmBitmanPaBdab enaHTMrrbs;FñwmnimitþRtUvEtmanm:Um:g;Bt;. Deflection T.Chhay -269
  • 29. Department of Civil Engineering NPIC FñwmnimitþRtUvrgnUvbnÞúkEdlCadüaRkam M / EI rbs;FñwmBit. eKsnμt;bnÞúkenHBRgayelIFñwm nimitþ nigmanTisedAeLIgelIenAeBl M / EI viC¢man ehIymanTisedAcuHeRkamenAeBl M / EI GviC¢man. eKGacniyaymüa:geTotfa bnÞúkmanGMeBIecjBIFñwm. smIkarlMnwg edayeRbIsmIkarlMnwg kMNt;kMlaMgRbtikmμenARtg;TMrrbs;Fñwmnimitþ. kat;FñwmnimitþenARtg;cMnucEdleKRtUvkarrkmMurgVilθ nigbMlas;TI Δ rbs;FñwmBit. enARtg;muxkat; eKRtUvbgðajkMlaMgkat;V ' nigm:Um:g;Bt; M ' EdlCaGBaØatEdleFVIkarkñúgTisedAviC¢man. kMNt;kMlaMgkat; nigm:Um:g;Bt;edayeRbIsmIkarlMnwg. V ' nig M ' esμInwgθ nig Δ erogKña sMrab; FñwmBit. RbsinebItMélTaMgenHviC¢man mMurgVilKWvilRcasRTnicnaLika ehIybMlas;TImanTis eLIgelI. ]TahrN_ 8-12³ kMNt;mMurgVil nigPaBdabenARtg;cMnuc B rbs;FñwmEdkdUcbgðajenAkñúgrUbTI 8-24a. kMlaMgRbtikmμRtUv)anKNnaeGay. yk E = 200GPa / I = 475(106 )mm 4 . dMeNaHRsay³ Fñwmnimitþ³ FñwmnimitþRtUv)anbgðajenAkñúgrUbTI 8-24b. TMrenARtg; A' nig B' RtUvKñanwgTMr A nigTMr B enA elIFñwmBit ¬tarag 8-2¦. eKcaM)ac;RtUvdwgBImUlehturbs;va. düaRkam M / EI GviC¢man dUcenHbnÞúk BRgayeFVIGMeBIcuHeRkam eBalKWecjBIFñwm. smIkarlMnwg³ edaysareKRtUvkarkMNt; θ B nig Δ B dUcenHeyIgRtUvKNnaVB' nig M B' enAkñúgFñwmnimitþ ¬rUbTI 8-24c¦. PaBdab T.Chhay -270
  • 30. mhaviTüal½ysMNg;sIuvil viTüasßanCatiBhubec©keTskm<úCa 250kN .m 2 + ↑ ∑ Fy = 0 − − VB ' = 0 EI 250kN .m 2 θ B = VB ' = − EI − 250kN .m 2 = [200(10 )kN / m ][475(10 )(10 )m ] 6 2 6 −12 4 = −0.00263rad 250kN .m 2 + ∑ M B' = 0 (8.33m ) + M B ' = 0 EI 2083kN .m 3 Δ B = M B' = − EI − 2083kN .m 3 = [ ( ) ][ ( )( 200 10 6 kN / m 2 475 10 6 10 −12 m 4 ) ] = −0.0219m = −21.9mm sBaØaGviC¢manbgðajfamMurgVilrbs;FñwmRtUv)anvas;RsbRTnicnaLika ehIybMlas;TImanTiscuHeRkam ¬rUbTI 8-24d¦. ]TahrN_ 8-13³ kMNt;PaBdabGtibrmarbs;FñwmEdkdUcbgðajenAkñúgrUbTI 8-25a. kMlaMgRbtikmμ RtUv)anKNnaeGay. yk E = 200GPa / I = 60(106 )mm 4 . dMeNaHRsay³ Fñwmnimitþ³ FñwmnimitþRtUvrgbnÞúkéndüaRkam M / EI dUcEdlbgðajenAkñúgrUbTI 8-25b. edaysardüa- Rkam M / EI viC¢man bnÞúkBRgayeFVIGMeBIeLIgelI ¬ecjBIFñwm¦. Deflection T.Chhay -271
  • 31. Department of Civil Engineering NPIC smIkarlMnwg³ dMbUg eKRtUvkMNt;kMlaMgRbtikmμxageRkAenAelIFñwmnimitþ nigbgðajvaenAelIdüaRkam GgÁesrIenAkñúgrUbTI 8-25c. PaBdabGtibrmarbs;FñwmBitekItmanenARtg;cMnucEdlmMurgVilrbs;FñwmesμI sUnü. vaRtUvKñanwgcMnucenAelIFñwmnimitþEdlmankMlaMgesμIsUnü. edaysnμt;facMnucmanGMeBIenAkñúgtMbn; 0 ≤ x ≤ 9m BIcMnuc A' s eyIgGackat;Fñwm nigBinitüEpñkxagsþaMénFñwmdUcbgðajenAkñúgrUbTI 8-25d. cMNaMfa eKRtUv KNnakMBUlrbs;bnÞúkBRgayBIRtIekaNdUc Edl w / x = (18 / EI ) / 9 . eyIgtMrUveGay V ' = 0 Edl 45 1 ⎛ 2 x ⎞ + ↑ ∑ Fy = 0 − + ⎜ ⎟x = 0 EI 2 ⎝ EI ⎠ x = 6.71m (0 ≤ x ≤ 9m ) O.K. edayeRbItMélenHsMrab; x PaBdabGtibrmaenAkñúgFñwmBitRtUvnwgm:Um:g;Bt; M ' . dUcenH + ∑M = 0 45 (6.71) − ⎡ 1 ⎛ 2(6.71) ⎞6.71⎤ 1 (6.71) + M ' = 0 ⎢ 2 ⎜ EI ⎟ ⎥3 EI ⎣ ⎝ ⎠ ⎦ 201.2kN .m 3 Δ max = M ' = − EI − 201.2kN .m 3 = [ ( ) ⎡ ⎣ ] ( ) ⎜ ⎝ ( ) 200 10 6 kN / m 2 ⎢60 10 6 mm 4 ⎛1m 4 / 10 3 mm 4 ⎞⎥ 4 ⎟ ⎠⎦ ⎤ = −0.0168m = −16.8mm sBaØaGviC¢manbgðajfaPaBdabcuHeRkam. ]TahrN_ 8-14 ³ r:tenAkñúgrUbTI 8-26a Car:tCab; nigeFVIBIebtug ehIyenAkNþalElVgRtUv)anGb edaybnÞHEdkedaysarm:Um:g;Bt;enARtg;kEnøgenHmantMélFM. kMNat;Ggát;cugsgxagEdlmanRbEvg 4m manm:Um:g;niclPaB I = 270( 6 )mm 4 ehIykMNat;Ggát;EdlenAkNþalman I = 540( 6 )mm 4 . 10 10 kMNt;PaBdabenARtg;kNþalElVg. yk E = 200GPa . kMlaMgRbtikmμRtUv)anKNnaeGay. dMeNaHRsay³ Fñwmnimitþ³ dMbUgeKRtUvkMNt;düaRkamm:Um:g;sMrab;Fñwm dUcbgðajenAkñúgrUbTI 8-26b. edaysar M / EI nimitþRtUvrgbnÞúkéndüaRkam I ' = 2I edIm,ICakargayRsYl eyIgGacsMEdgbnÞúkenAelIFñwmnimitþeday eRbItY EI efr dUcbgðajenAkñúgrUbTI 8-26c. smIkarlMnwg³ eKGacKNnakMlaMgRbtikmμenAelIFñwmnimitþedayPaBsIuemRTIrbs;bnÞúk b¤edayeRbIsmIkar lMnwg. lT§plRtUv)anbgðajenAkñúgrUbTI 8-26d. edaysareKRtUvkarkMNt;PaBdabenARtg;cMnuc C PaBdab T.Chhay -272
  • 32. mhaviTüal½ysMNg;sIuvil viTüasßanCatiBhubec©keTskm<úCa dUcenHeyIgRtUvKNnam:Um:g;Bt;enARtg;cMnuc C ' . edayeRbIviFImuxkat; eKRtUvpþac;kMNat;Ggát; A' C ' ehIy eKRtUvkMNt;kMlaMgpÁÜbénkMlaMgBRgay nigTItaMgrbs;va ¬rUbTI 8-26e¦. dUcenH + ∑ MC = 0 620 (6) − 400 (3.333) − 200 (1) − 20 (0.667 ) + M C ' = 0 EI EI EI EI 3 2173kN .m M C' = − EI edayCMnYstMélCaelxén EI eyIgTTYl)an − 2173kN .m 3 Δ C = M C' = [200(10 )kN / m ][270(10 )(10 )m ] = −0.0402m = −40.2mm 6 2 6 −12 4 sBaØaGviC¢manbgðajfaPaBdabmanTiscuHeRkam. Deflection T.Chhay -273
  • 33. Department of Civil Engineering NPIC ]TahrN_ 8-15 ³ kMNt;bMlas;TIrbs;snøak;enARtg;cMnuc B nigmMurgVilrbs;kMNat;FñwmnImYy²Edl )anP¢ab;enARtg;snøak;énFñwmpSMEdlbgðajenAkñúgrUbTI 8-27a. dMeNaHRsay³ Fñwmnimitþ³ ExSekageGLasÞicsMrab;FñwmRtUv)anbgðajenAkñúgrUbTI 8-27b edIm,IdwgBIbMlas;TI Δ B nig mMurgVil (θ B )L nig (θ B )R enAxagsþaM nigenAxageqVgrbs;snøak;. edayeRbItarag 8-2 FñwmnimitþRtUv)an bgðajenAkñúgrUbTI 8-27c. edIm,IsMrYldl;karKNna eKKUrdüaRkam M / EI CaEpñkedayeRbIeKal- karN_tMrYtpl dUckatBN’naenAkñúgkfaxNÐ4-5. cMeBaHkrNIenH eKKitFñwmBitCaFñwmkugs‘ulEdlmanTMr bgáb;enAcugxageqVg A . düaRkamm:Um:g;sMrab;bnÞúk 40kN kMlaMgRbtikmμ C y = 10kN nigkMlaMgm:Um:g; 50kN .m RtUv)aneGay. cMNaMfa tMbn;GviC¢manrbs;düaRkamenHbegáItbnÞúkBRgaycuHeRkam ehIytMbn; viC¢manmanbnÞúkBRgayEdlmanGMeBIeLIgelI. PaBdab T.Chhay -274
  • 34. mhaviTüal½ysMNg;sIuvil viTüasßanCatiBhubec©keTskm<úCa smIkarlMnwg³ dMbUgeKRtUvKNnakMlaMgRbtikmμenARtg;cMnuc B' nig C ' ehIylT§plRtUv)anbgðajenAkñúg rUbTI 8-27d. edIm,IkMNt; (θ B )R eKRtUvkat;FñwmnimitþenAxagsþaMcMnuc B' bnþic ehIyKNnakMlaMgkat; (V B ' ) ¬rUbTI 8-27e¦. dUcenH + ↑ ∑ Fy = 0 (V B ' )R + 125 − 250 − 2 =0 EI EI EI 127kN .m 2 (θ B )R = (V B ' )R = EI 127kN .m 2 = [200(10 )kN / m ][18(10 )(10 )m ] = 0.0353rad 6 2 6 −12 4 m:Um:g;Bt;enARtg;cMnuc B' eGayCabMlas;TIénsnøak;. dUcenH + ∑ M B' = 0 − M B' + 125 (1.67 ) − 250 (2.5) − 2 (5) = 0 EI EI EI 3 427kN .m 427 kN .m 3 Δ B = M B' = − EI =− [ ( ) ][ ( )( 200 10 6 kN / m 2 18 10 6 10 −12 m 4 ) ] = −0.119m = −119mm eKGacrkmMurgVilBIkarkat;FñwmenAxageqVgcMnuc B' bnþic ¬rUbTI 8-27f¦. dUcenH + ↑ ∑ Fy = 0 (V B ' )L + 127 + 125 − 250 − 2 =0 EI EI EI EI (θ B )L = (V B ' )L = 0 eyIgeXIjy:agc,as;fa Δ B = M B' sMrab;kMNat;Ggát;enHmantMélesμInwgtMélEdl)anKNnaBIelIkmun edaysarédXñas;rbs;vaenAkñúgrUbTI 8-27e nigenAkñúgrUbTI 8-27f xusKñaEtbnþicb:ueNÑaH. Deflection T.Chhay -275
  • 35. Department of Civil Engineering NPIC cMeNaT 8>1> kMNt;smIkarExSekageGLasÞicrbs;Fñwm edayeRbIkUGredaen x Edlmann½ysMrab; 0 ≤ x < L / 2 . kMNt;mMurgVilenARtg;cMnuc A nig PaBdabGtibrmarbs;Fñwm. EI CatMélefr. 8>5> kMNt;smIkarExSekageGLasÞicrbs;Fñwmkug s‘ulEdlrgkMlaMgm:Um:g; M 0 . ehIykMNt;mMurgVil Gtibrma nigPaBdabGtibrmarbs;Fñwm. EI Ca tMélefr. 8>2> kMNt;smIkarExSekageGLasÞicrbs;Fñwm edayeRbIkUGredaen x1 nig x2 . EI CatMélefr. 8>6> kMNt;PaBdabGtibrmarbs;Fñwm nigmMurgVil Rtg;cMnuc A edayeRbIviFIGaMgetRkalDub. EI Ca tMélefr. 8>3> kMNt;smIkarExSekageGLasÞicrbs;Fñwm edayeRbIkUGredaen x1 nig x2 . kMNt;PaBdab Gtibrmarbs;Fñwm. EI CatMélefr. 8>7> kMNt;smIkarExSekageGLasÞicedayeRbI kUGredaen x ehIykMNt;mMurgVilRtg;cMnuc A nig PaBdabRtg;cMnuc C . EI Ca tMélefr. 8>4> kMNt;smIkarExSekageGLasÞicrbs;Fñwm edayeRbIkUGredaen x1 nig x2 . kMNt;mMurgVilRtg; 8>8> kMNt;smIkarExSekageGLasÞicrbs;FñwmTMr cMnuc A nigPaBdab Gtibrmarbs;Fñwm. EI Ca samBaØEdlrgkMlaMgm:Um:g; M 0 . ehIykMNt; tMélefr. PaBdab T.Chhay -276
  • 36. mhaviTüal½ysMNg;sIuvil viTüasßanCatiBhubec©keTskm<úCa mMurgVilGtibrma nigPaBdabGtibrmarbs;Fñwm. EI CatMélefr. 8>13> FñwmrgbnÞúkdUcbgðaj. eRbIRTwsþIRkLaépÞ m:Um:g;edIm,IkMNt;mMurgVilRtg;cMnuc A nigbMlas;TI 8>9> kMNt;mMurgVilGtibrma nigPaBdabGtibrma enARtg;cMnuc B . snμt; A CaTMrsnøak; nig B CaTMr rbs;FñwmTMr samBaØEdlrgkMlaMgm:Um:g; M 0 eday kl;. EI CatMélefr. eRbIviFIGaMgetRkalDub. EI CatMélefr. 8>10> eRbIRTwsþIRkLaépÞm:Um:g;edIm,IkMNt;mMurgVil nigPaBdabRtg;cMnuc B . EI CatMélefr. 8>14> FñwmrgbnÞúk P dUcbgðaj. eRbIRTwsþIRkLa épÞm:Um:g;edIm,IkMNt;TMhMkMlaMg F EdlRtUvdak;enA Rtg;cugénFñwmlyRtg;cMnuc C edIm,IeFVIeGaybM- las;TIRtg;cMnuc C esμIsUnü. EI CatMélefr. 8>11> kMNt;mMurgVilRtg;cMnuc B nigPaBdabGti- brmarbs;Fñwm. snμt; A CaTMrkl; nig B CaTMr snøak;. yk E = 200GPa / I = 195(106 )mm 4 . eRbIRTwsþIRkLaépÞm:Um:g;. 8>15> sMrab;FñwmkñúgcMeNaT 8>15 RbsinebI F = P kMNt;bMlas;TIRtg;cMnuc D edayeRbI RkLaépÞm:Um:g;. EI CatMélefr. 8>16> kMNt;mMurgVilRtg;cMnuc B nigPaBdab 8>12> FñwmrgbnÞúkBIr. eRbIRTwsþIRkLaépÞm:Um:g; Gtibrmarbs;Fñwm. yk E = 200GPa / edIm,IkMNt;mMurgVil nigbMlas;TIenARtg;cMnuc A nig I = 200( 6 )mm 4 . eRbIRTwsþIRkLaépÞm:Um:g;. 10 cMnuc B . EI CatMélefr. Problems T.Chhay -277
  • 37. Department of Civil Engineering NPIC 8>20> eRbIRTwsþIRkLaépÞm:Um:g;edIm,IkMNt;mMurgVil enARtg;cMnuc B nigPaBdabenARtg;cMnuc C . EI CatMélefr. 8>17> etIeKRtUvdak;TMr A nigTMr B enARtg;cMgay a y:agNaedIm,IeGayPaBdabenAkNþalElVg rbs;FñwmesμInwgPaBdabenARtg;xagcugrbs;va? 8>21> eRbIRTwsþIRkLaépÞm:Um:g;edIm,IkMNt;PaB eRbIRTwsþIRkLaépÞm:Um:g;. TMrGnuvtþEtkMlaMg dabRtg;cMnuc C nigmMurgVilrbs;FñwmRtg;cMnuc A / RbtikmμbBaÄrelIFñwmb:ueNÑaH. EI CatMélefr. B nig C . EI CatMélefr. 8>22> eRbIRTwsþIRkLaépÞm:Um:g;edIm,IkMNt;mMurgVil 8>18> FñwmrgbnÞúkdUcbgðaj. eRbIRTwsþIRkLaépÞ Rtg;cMnuc C nigPaBdabRtg;cMnuc B . EI Ca m:Um:g;edIm,IkMNt;mMurgVilenARtg;cMnuc B nigPaBdab tMélefr. enARtg;cMnuc C . EI CatMélefr. 8>23> eRbIRTwsþIRkLaépÞm:Um:g;edIm,IkMNt;tMél 8>19> FñwmrgbnÞúkdUcbgðaj. RbsinebITMrenARtg; rbs; a EdleFVIeGaymMurgVilRtg; A esμIsUnü. A nig B GnuvtþEtkMlaMgRbtikmμbBaÄreTAelIFñwm EI Ca tMélefr. cUrkMNt;mMurgVilenARtg;cMnuc A nigbMlas;TIenA Rtg;cMnuc C . eRbIRTwsþIRkLaépÞm:Um:g;. EI Ca tMélefr. cMeNaT T.Chhay -278
  • 38. mhaviTüal½ysMNg;sIuvil viTüasßanCatiBhubec©keTskm<úCa 8>24> eRbIRTwsþIRkLaépÞm:Um:g;edIm,IkMNt;mMurgVil Rtg;cMnuc C nigbMlas;TIRtg;cMnuc B . EI Ca tMélefr. 8>29> eRbIviFIFñwmnimitþedIm,IkMNt;bMlas;TIRtg; C nigmMurgVilRtg; A / B nig C . EI CatMélefr. 8>25> eRbIRTwsþIRkLaépÞm:Um:g;edIm,IkMNt;mMurgVil Rtg;cMnuc B nigbMlas;TIRtg;cMnuc C . Ggát;enHeFVI GMBIEdk A-36 Edlman I = 32(106 )mm 4 . 8>30> eRbIviFIFñwmnimitþedIm,IkMNt;mMurgVilRtg; B nig bMlas;TIRtg; C . EI CatMélefr. 8>26> eRbIRTwsþIRkLaépÞm:Um:g;edIm,IkMNt;bMlas; TIRtg;cMnuc B nig mMurgVilRtg;cMnuc A . EI Ca tMélefr. 8>31> eRbIviFIFñwmnimitþedIm,IkMNt;mMurgVilnig bMlas;TIRtg; C . E = 200GPa / I = 70(10 6 )mm 4 . 8>27> eRbIRTwsþIRkLaépÞm:Um:g;edIm,IkMNt;bMlas; TIRtg;cMnuc C . yk E = 200GPa / I = 500( 6 )mm 4 . 10 8>32> eRbIviFIFñwmnimitþedIm,IkMNt;mMurgVilnig bMlas;TIRtg; C . snμt; A CaTMrsnøak; nig B Ca TMrkl;. EI Ca tMélefr. 8>28> eRbIviFIFñwmnimitþedIm,IkMNt;mMurgVil nig bMlas;TIRtg; A . EI CatMélefr. Problems T.Chhay -279
  • 39. Department of Civil Engineering NPIC 8>33> eRbIviFIFñwmnimitþedIm,IkMNt;mMurgVilnig 8>37> eRbIviFIFñwmnimitþedIm,IkMNt;bMlas;TIRtg; bMlas;TIRtg; C . E = 200GPa / D nigmMurgVilRtg; C . snμt;faTMrRtg; A CaTMr I = 400( 6 )mm 4 . 10 bgáb; nig C CaTMrkl;. EI CatMélefr. 8>34> eRbIviFIFñwmnimitþedIm,IkMNt;bMlas;TIRtg; A . snμt; B CaTMrkl;. E = 200GPa / 8>38> eRbIviFIFñwmnimitþedIm,IkMNt;mMurgVilEdlenA I = 80(10 6 )mm 4 . xagsþaM nigxageqVgrbs; B bnþic. ehIykMNt; PaBdabenARtg; D . snμt;faFñwmenHmanTMrbgáb; enARtg; A nig C CaTMrkl;. EI CatMélefr. 8>35> eRbIviFIFñwmnimitþedIm,IkMNt;mMurgVilRtg; C nigbMlas;TIRtg; B . EI CatMélefr. 8>36> eRbIviFIFñwmnimitþedIm,IkMNt;bMlas;TIRtg; B nigmMurgVilRtg; A . snμt;faTMrRtg; A CaTMr snøak; nig C CaTMrkl;. EI CatMélefr. cMeNaT T.Chhay -280