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mhaviTüal½ysMNg;sIuvil                                                    viTüasßanCatiBhubec©keTskm<úCa


                                     (> PaBdabedayeRbIviFIfamBl
                                 (Deflection Using Energy method)

         CMBUkenHnwgbgðajBIrebobGnuvtþviFIfamBledIm,IedaHRsaybBaðaEdlBak;B½n§nwgmMurgVil nigPaB
dab. CMBUkenHcab;epþImCamYynwgkarBiPakSaBIkmμnþ (work) nigfamBlénbMErbMrYlrageFob (strain
energy) EdlbnþedaykarbegáIteKalkarN_kmμnþ nigeKalkarN_famBl. bnÞab;mkviFIkmμnþnimitþ

(virtual work) nigRTwsþIkasÞIKøIy:aNU (Castigliano’s theorem) RtUv)anbegáIt ehIyviFIenHRtUv)aneRbI

edIm,IkMNt; bMlas;TIrbs;cMnucmYyenAelI truss, Fñwm nig eRKag.

(>!>kmμnþxageRkA nigfamBlbMErbMrYlrageFob (External work and strain energy)
         viFIBak;kNþalRkaPicEdlbgðajenAkñúgCMBUkelIkmunKWmanRbsiT§PaBsMrab;rkbMlas;TI nigmMu
rgVilRtg;cMnucmYyenAelIFñwmEdlrgbnÞúkEdlmanlkçN³samBaØ. sMrab;bnÞúkEdlmanlkçN³sμúKsμaj
b¤sMrab;rcnasm<½n§dUcCa truss nigeRKag eKesñIeGayeRbIviFIfamBlsMrab;karKNnabMlas;TI nigmMurgVil.
viFIfamBlPaKeRcInEp¥kelIeKalkarN_rkSafamBl (conservation of energy principle) Edlbgðaj
fakmμnþ U e EdleFVIedaykMlaMgxageRkATaMgGs;EdlmanGMeBIenAelIeRKOgbgÁúMRtUv)anbMElgeTACakmμnþ
xagkñúg b¤famBlbMErbMerYlrageFob U i EdlRtUv)anbegáItenAeBleRKOgbgÁúMxUcRTg;RTay. RbsinebI
kMhUcRTg;RTayminFMCagEdnkMNt;eGLasÞicrbs;sMPar³ enaHfamBlbMErbMrYlrageFobeGLasÞic
(elastic stain energy) nwgeFVIeGayrcnasm<½n§RtLb;eTArksßanPaBedImenAeBlEdleKdkbnÞúkecj

vij. eKGacsMEdgeKalkarN_rkSafamBlCalkçN³KNitviTüadUcxageRkam³
                   Ue = Ui                                                              (9-1)
        b:uEnþ munnwgbegáItviFIfamBlEdlQrelIeKalkarN_enH dMbUgeyIgRtUvkMNt;kmμnþxageRkA nig
famBlbMErbMrYlrageFobEdlbgáeLIgedaykMlaMg nigm:Um:g;. karbegáItrUbmnþenHnwgpþl;nUgmUldæan
sMrab;yl;dwgBIviFIkmμnþ nigviFIfamBldUcteTA.
kmμnþxageRkAEdlekItBIkMlaMg³ enAeBlkMlaMg F eFVIeGaymanbMlas;TI dx kñúgTisdUcnwgTisrbs;kMlaMg
kmμnþEdleFVI)anKW dU e = Fdx . RbsinebIbMlas;TIsrubKW x kmμnþnwgkøayCa
                             x
                    U e = ∫ Fdx                                                         (9-2)
                            0

BicarNaT§iBlEdlbgáeLIgedaykMlaMgtamG½kSEdlGnuvtþenAxagcugr)arEdlbgðajenAkñúgrUbTI 9-1a.
edaysarTMhMrbs; F ekIneLIgBItMélsUnüeTAtMélkMNt; F = P enaHsac;lUtrbs;r)arnwgkøayCa Δ .
Deflection Using Energy Method                                                     T.Chhay   -281
Department of Civil Engineering                                                             NPIC



RbsinebIsMPar³rbs;r)areKarBtameGLasÞiclIenEG‘r enaH F = (P / Δ )x . edayCMnYsvaeTAkñúgsmIkar
9-2 nigedayeFVIGaMgetRkalBI 0 eTA Δ enaHeyIgnwg)an
                             1
                     Ue =      PΔ                                                 (9-3)
                             2
EdlCaRkLaépÞRtIekaNEdlqUtenAkñúgrUbTI 9-1a.
      eyIgk¾Gacsnñidæan)anfakMlaMgRtUv)anGnuvtþbnþicmþg²eTAelIr)ar ehIyTMhMrbs;vaekIneLIgCa
lkçN³bnÞat;BIsUnüeTAdl; P kmμnþEdleFVI)anesμInwgkMlaMgmFüm ¬ P / 2 ¦ KuNnwgbMlas;TI ¬ Δ ¦.




        ]bmafaeK)anGnuvtþkMlaMg P eTAelIr)arrYcehIy ehIyeKGnuvtþkMlaMg F ' mYyepSgeTot dUcenH
r)arxUcRTg;RTayEfmeTotedayTMhM Δ' ¬rUbTI 9-1b¦. enaHkmμnþEdleFVIeday P ¬minEmn F ' ¦ enA
eBlr)arrgnUvkMhUcRTg;RTay Δ' EfmeTotKW
                     U e ' = PΔ'                                                  (9-4)
enATIenHkmμnþCaRkLaépÞctuekaNqUtenAkñúgrUbTI 9-1b. enAkñúgkrNIenH P min)anpøas;bþÚrRbEvgrbs;
r)areT eday Δ' RtUv)anbgáeLIgedaysarEt F ' b:ueNÑaH. dUcenH kmμnþrbs;vaesμInwgplKuNrvagkMlaMg
 P nigbMlas;TI Δ ' .
PaBdabedayeRbIviFIfamBl                                                          T.Chhay   -282
mhaviTüal½ysMNg;sIuvil                                                     viTüasßanCatiBhubec©keTskm<úCa

         Casegçb enAeBleKGnuvtþkMlaMg P eTAelIr)ar ehIybnÞab;mkGnuvtþkMlaMg F ' kMlaMgsrubEdl
eFVI)anedaykMlaMgTaMgBIrKWsMEdgedayRkLaépÞRtIekaN ACE enAkñúgrUbTI 9-1b. RkLaépÞRtIekaN
 ABG CakmμnþénkMlaMg P EdlbgáeLIgedaybMlas;TI Δ rbs;kMlaMgenH/ RtIekaN BCD CakmμnþénkMlaMg

 F ' edaysarkMlaMgenHbgáeGaymanbMlas;TI Δ ' ehIycugeRkay RkLaépÞctuekaN BDEG Cakmμnþ

bEnßmEdleFVIedaykMlaMg P enAeBlbMlas;TI Δ' bgáeLIgedaykMlaMg F ' .
kmμnþxageRkAEdlekItBIm:Um:g;³ kmμnþénm:Um:g;RtUv)ankMNt;edayplKuNén
TMhMénm:Um:g; M nigmMu dθ Edlviledaysarm:Um:g;enaH Edl dU e = Mdθ /
rUbTI 9-2. RbsinebImMusrubrbs;mMurgVilKWθ ra:düg; enaH kmμnþkøayCa
                             θ
                   U e = ∫ Mdθ                         (9-5)
                            0

dUcenAkñúgkrNIkMlaMg RbsinebIeKGnuvtþm:Um:g;bnþicmþg²eTAelIrcnasm<½n§
EdlmanlkçN³eGLasÞic lIenEG‘rBIsUnüeTA M enaHkmμnþesμInwg
                            1
                   Ue =       Mθ                                                         (9-6)
                            2
b:uEnþ RbsinebIeKGnuvtþm:Um:g;eTAelIrcnasm<½n§rYcehIy ehIykarGnuvtþm:Um:g;epSgeToteFVIeGayrcnasm<½n§
xUcRTg;RTayedaybrimaNθ ' enaHkmμnþénm:Um:g; M KW
                   U e ' = Mθ '                                                          (9-7)
famBlbMErbMrYlrageFobedaysarbnÞúktamG½kS³ enAeBleKGnuvtþkMlaMgtam
G½kS N bnþicmþg²eTAelIr)arenAkñúgrUbTI 9-3 vanwgeFVIeGaysMPar³manbMEr
bMrYlrageFobEdlkmμnþxageRkAEdleFVIeday N Rtuv)anbMElgeTACafamBl
bMErbMrYlrageFobEdlRtUv)anrkSaTukenAkñúgr)ar ¬smIkar 9-1¦. c,ab;h‘Uk
σ = Eε mann½ykñúgkrNIsMPar³manlkçN³eGLasÞiclIenEG‘r ehIyRbsin
ebIr)armanmuxkat; A efr nigRbEvg L ehIykugRtaMgEkgKW σ = N / A nigbMEr
bMrYlrageFobcugeRkayKW ε = Δ / L . Cavi)ak N / A = E (Δ / L) ehIyPaBdab
cugeRkayKW
                          NL
                    Δ=                                         (9-8)
                          AE
edayCMnYsvaeTAkñúgsmIkar 9-3 eday P = N dUcenHfamBlbMErbMrYlrageFobenAkñúgr)arKW
                           N 2L
                   Ui =                                                                  (9-9)
                           2 AE


Deflection Using Energy Method                                                      T.Chhay   -283
Department of Civil Engineering                                                                 NPIC



famBlbMErbMrYlrageFobedaysarm:Um:g;Bt;³ BicarNaFñwmEdlbgðajenAkñúgrUbTI 9-4a EdlxUcRTg;
RTayedaysarkarGnuvtþbnÞúk P nig w bnþicmþg². bnÞúkTaMgenHbegáItm:Um:g;Bt; M enAkñúgFñwmenARtg;
muxkat;EdlmancMgay x BITMrxageqVg. eKGackMNt;mMurgVilrbs;FatuGnnþtUc dx ¬rUbTI 9-4b¦ BIsmIkar
8-2 Edl dθ = (M / EI )dx . Cavi)ak eKkMNt;famBlbMErbMrYlrageFob b¤kmμnþEdlrkSaTukenAkñúg

Ggát;BIsmIkar 9-6 edaysarm:Um:g;Bt;ekIteLIgbnþicmþg². dUcenH
                                  M 2 dx
                     dU i =                                                           (9-10)
                                   2 EI
eKkMNt;famBlbMErbMrYlrageFobsMrab;FñwmedayeFVIGaMgetRkaleTAelIsmIkar 9-10 elIRbEvg L
rbs;Fñwm. lT§plKW
                                  L   M 2 dx
                     Ui = ∫                                                           (9-11)
                              0        2 EI




(>@> eKalkarN_kmμnþ nigfamBl (Principle of work and energy)
       bnÞab;BIeyIg)ankMNt;rUbmnþsMrab;kmμnþ nigfamBlbMErbMrYlrageFobsMrab;kMlaMg nigm:Um:g; rYc
ehIy eyIgnwgbgðajBIrebobGnuvtþkarrkSafamBl b¤eKalkarN_kmμnþ nigfamBledIm,IkMNt;bMlas;TI
enARtg;cMNucmYyenAelIeRKOgbgÁúM. BicarNakñúgkarkMNt;bMlas;TI Δ enARtg;cMNucEdlkMlaMg P Gnuvtþ
eTAelIFñwmkugs‘ulenAkñúgrUbTI 9-5. BIsmIkar 9-3 kmμnþxageRkAKWU e = PΔ / 2 . edIm,ITTYl)anfam-
BlbMErbMrYlrageFob dMbUgeyIgRtUvkMNt;m:Um:g;Bt;CaGnuKmn_eTAnwgTItaMg x enAkñúgFñwm bnÞab;mkGnuvtþ
smIkar 9-11. enAkñμúgkrNI M = − Px dUcenH
                                                L (− Px ) dx
                                                         2
                                  L   M 2 dx                   1 P 2 L3
                     Ui = ∫                  =∫              =
                              0        2 EI    0     2 EI      6 EI
edayeGaykmμnþxagkñúgesμInwgfamBlbMErbMrYlrageFobxagkñúgesμIKña ehIyedayedaHRsayrkbMlas;TI
Δ / eyIg)an

                     Ue = Ui



PaBdabedayeRbIviFIfamBl                                                              T.Chhay   -284
mhaviTüal½ysMNg;sIuvil                                                        viTüasßanCatiBhubec©keTskm<úCa

                    1       1 P 2 L3
                      PΔ =
                    2       6 EI
                           3
                        PL
                    Δ=
                        3EI
eTaHbICaeyIgGacTTYl)andMeNaHRsayedaypÞal;k¾eday EteKGacGnuvtþviFIenHsMrab;EtcMeNaTeRCIs
erIsxøHb:ueNÑaH. eKRtUvcMNaMfa sMrab;viFIenHeKGacGnuvtþbnÞúk)anEtmYyb:ueNÑaHeTAelIeRKOgbgÁúM BIeRBaH
RbsinebImanbnÞúkeRcInCagmYymanGMeBIelIeRKOgbgÁúM enaHvanwgekItmanbMlas;TIEdlCaGBaØateRkamGMeBI
énbnÞúknImYy² ehIyEdleKmanlT§PaBsresrsmIkarkmμnþEtmYysMrab;Fñwm. elIsBIenH eKGacTTYl
)anEtbMlas;TIeRkamGMeBIbnÞúk edaysarkmμnþxageRkAGaRs½ynwgkMlaMg nigbMlas;TIEdlRtUvnwgkMlaMg
enaH. viFIEtmYyedIm,ICMnHnUvkarkMritenHKWeRbIviFIkmμnþnimitþ b¤RTwsþIkasÞIKøIy:aNU EdleyIgnwgBnül;BIviFI
TaMgBIrenHenAkñúgkfaxNÐbnþbnÞab;.




(>#> eKalkarN_kmμnþnimitþ (Principle of virtual work)
          eKalkarN_kmμnþnimitþRtUv)anbegáIteLIgeday cn Eb‘nuyI (John Bernoulli) kñúgqñaM 1717
ehIyEdleBlxøHeKeGayeQμaHvafaviFIkMlaMgÉktþa. vapþl;nUvmeFüa)ayTUeTAedIm,ITTYl)anbMlas;TI
nigmMurgVilenARtg;cMNucCak;lak;enAelIeRKOgbgÁúM EdlGacCaFñwm eRKag b¤ truss.
          munnwgbegáIteKalkarN_kmμnþnimitþ eKcaM)ac;RtUveFVIBMenalTUeTAxøHGMeBIeKalkarN_kmμnþ nigfam-
Bl Edl)anerobrab;enAkñúgkfaxNÐelIkmun. RbsinebIeyIgmanrcnasm<½n§EdlGacxUcRTg;RTayEdl
manrUbragTUeTANamYy ehIyGnuvtþes‘rIénbnÞúkxageRkA P eTAelIva vanwgekItmanbnÞúkxagkñúg u enAkñúg
rcnasm<½n§TaMgmUl. eKcaM)ac;eGaybnÞúkxageRkA nigbnÞúkxagkñúgmanTMnak;TMngKñaedaysmIkarlMnwg.
edaysarbnÞúkTaMgenH bMlas;TIxageRkA Δ nwgekItmanRtg;bnÞúk P ehIybMlas;TIxagkñúg δ nwgekItman
enARtg;cMnucnImYy²énbnÞúkxagkñúg u . CaTUeTA bMlas;TITaMgenHmincaM)ac;manlkçN³eGLasÞiceT ehIy
BYkvaGacminmanTMnak;TMngeTAnwgbnÞúkeT b:uEnþbMlas;TIxagkñúg nigbMlas;TIxageRkARtUvEtmanTMnak;TMng
KñaedayPaBRtUvKñaénbMlas;TI (compatibility of displacements). eKGacniyaymü:ageTotfa Rbsin

Deflection Using Energy Method                                                         T.Chhay   -285
Department of Civil Engineering                                                                    NPIC



ebIeKsÁal;bMlas;TIxageRkA enaHeKGackMNt;blas;TIxagkñúgEdlRtUvKña. CaTUeTA eKalkarN_kmμnþ nig
                                         M
famBlsMEdgfa³
                                  ∑ PΔ = ∑ uδ                                            (9-12)

         kmμnþénkMlaMgxageRkA kmμnþénkMlaMgxagkñúg
         edayEp¥kelIKMnitenH eKGacbegáIteKalkarN_kmμnþnimitþ. eyIgnwgBicarNarcnasm<½nþ ¬b¤GgÁ-
Fatu¦ EdlmanragTUeTAdUcbgðajenAkñúgrUbTI 9-6b . ]bmafa eyIgcaM)ac;RtUvkMNt;bMlas;TI Δ rbs;
                                                          *


cMNuc A enAelIGgÁFatuEdlbgáeLIgedaybnÞúkBit P1 / P2 nig P3 . eKRtUvdwgfabnÞúkTaMgenHminbgá
eGayTMrcl½t b:uEnþCaTUeTABYkvaGaceFVIeGaysMPar³xUcRTg;RTayputBIEdneGLasÞic. edaysarminman
bnÞúkxageRkAmanGMeBIeTAelIGgÁFatuenARtg;cMnuc A nigkñúgTisén Δ enaHeKGackMNt;bMlas;TIeday
dak;bnÞúknimitþ (virtual load) enAelIGgÁFatuEdlbnÞúk P' enHmanGMeBIenAkñúgTisedAdUcKñanwg Δ ¬rUbTI 9-
6a¦. edIm,IPaBgayRsYl ¬EdleXIjenAeBleRkay¦ eyIgnwgeRCIserIs P' CabnÞúkEdlmanTMhMmYy
Éktþa Edl P'= 1 . BakünimitþEdleRbICamYynwgbnÞúk P' edaysarvaminEmnCabnÞúkBit ehIyvak¾min
EmnCaEpñkénbnÞúkBit. bnÞúkÉktþa P' begáItCabnÞúkkñúgÉktþa u enAkñúgFatuEdlCatMNag b¤srésrbs;
GgÁFatuEdlbgðajenAkñúgrUbTI 9-6a. enATIenHeKtMrUveGay P' nig u manTMnak;TMngeTAnwgsmIkarlMnwg .          †




     enAeBleKdak;bnÞúknimitþ bnÞab;mkeKGnuvtþbnÞúkBit P1 / P2 nig P3 ¬rUbTI 9-6b¦. cMnuc A eFVI
eGaymanbMlas;TI Δ EdleFVIeGayFatuxUcRTg;RTayedayTMhM dL . CalT§pl kMlaMgnimitþxageRkA P'


*
    ragTUeTAmanragCa truss/ Fñwm b¤eRKag.
†
    eTaHbICabnÞúkTaMgenHbgáeGaymanbMlas;TInimitk¾eday k¾eyIgnwgminKitBITMhMrbs;vaEdr.
                                               þ
PaBdabedayeRbIviFIfamBl                                                                 T.Chhay   -286
mhaviTüal½ysMNg;sIuvil                                                     viTüasßanCatiBhubec©keTskm<úCa

nigbnÞúknimitþxagkñúg u manGMeBItamTisrbs;bMlas;TI Δ nig dL erogKña dUcenHvaeFVIeGaymankmμnþnimitþ
xageRkA 1 ⋅ Δ enAelIGgÁFatu nigeFVIeGaymankmμnþnimitþxagkñúg u ⋅ dL enAelIFatu. edaydwgfakmμnþ
 nimitþxageRkAesμInwgkmμnþnimitþxagkñúgEdleFVIenAelIRKb;FatuTaMgGs;rbs;GgÁFatu eyIgGacsresr
 smIkarkmμnþnimitþCa³
                                 bnÞúknimitþ
          1 ⋅ Δ = ∑ u ⋅ dL                                                               (9-13)
                                  bMlas;TIBitR)akd
Edl P' = 1 = bnÞúknimitþÉktþaxageRkAEdlmanGMeBItamTisedArbs; Δ
         u = bnÞúknimitþxagkñúgEdlmanGMeBIenAelIFatukñúgTisedArbs; dL

         Δ = bMlas;TIxageRkAEdlbgáedaybnÞúkBit

         dL = kMhUcRTg;RTayxagkñúgrbs;FatuEdlbgáedaybnÞúkBit

         edayeRCIserIs P' = 1 eyIgGaceXIjfadMeNaHRsayrbs; Δ manlkçN³edaypÞal; edaysar
Δ = ∑ udL .

         enAkñúgrebobdUcKña RbsinebIeKRtUvkarkMNt;mMurgVil b¤CMralénbnÞat;b:HenARtg;cMNucenAelIrcna
sm<½n§ eKRtUvGnuvtþm:Um:g;nimitþ M ' EdlmanTMhMmYyÉktþa. Cavi)ak m:Um:g;xageRkAbegáItbnÞúknimitþ uθ
enAkñúgFatumYyrbs;GgÁFatu. edaysnμt;fabnÞúkBiteFVIeGayFatuxUcRTg;RTayedaybrimaN dL eKGac
kMNt;mMurgVil θ BIsmIkarkmμnþnimitþ
                                  bnÞúknimitþ
          1 ⋅θ = ∑ uθ ⋅ dL                                                               (9-14)
                                bMlas;TIBitR)akd
Edl M ' = 1 = m:Um:g;nimitþÉktþaxageRkAEdlmanGMeBItamTisedArbs; θ
         uθ = bnÞúknimitþxagkñúgEdlmanGMeBIenAelIFatukñúgTisedArbs; dL

         θ = bMlas;TIxageRkAEdlbgáedaybnÞúkBit
         dL = kMhUcRTg;RTayxagkñúgrbs;FatuEdlbgáedaybnÞúkBit

         viFIeKalkarN_kmμnþnimitþCaerOy²eKehAfaviFIkMlaMgnimitþ
edaysareKGackMNt;bMlas;TIBitedayeRbIkMlaMgnimitþ. smIkarkmμnþnimitþenAkñúgkrNIenHCatMrUvkar
RtUvKñaénbMlas;TIsMrab;eRKOgbgÁúM. eTaHbICaenATIenH vaminsMxan;k¾eday eyIgRtUvdwgfaeyIgk¾Gac
GnuvtþeKalkarN_kmμnþnimitþCaviFIbMlas;TInimitþk¾)anEdr. enAkñúgkrNIenHeKeGayrcnasm<½nmanbMlas;

Deflection Using Energy Method                                                      T.Chhay   -287
Department of Civil Engineering                                                                   NPIC



TInimitþ xN³EdlvargbnÞúkBit. eKGaceRbIviFIenHedIm,IkMNt;kMlaMgenAelI b¤enAkñúgrcnasm<½n§ EdleK
                                                                                          *



GacsMEdgsmIkarkmμnþnimitþCatMrUvkarénsmIkarlMnwg.
(>$> viFIkmμnþnimitþsMrab; Trusses (Method of virtual work: Trusses)
         eyIgGaceRbIviFIkmμnþnimitþedIm,IkMNt;bMlas;TIrbs;tMN truss enAeBl truss rgbnÞúkxageRkA
bMErbMrYlsItuNðPaB b¤kMhusqÁgkñúgkarplit. eyIgnwgsikSaBIsßanPaBnImYy²enATIenH.
bnÞúkxageRkA³ sakl,gBicarNabMlas;TIbBaÄr Δ rbs;tMN
 B rbs; truss enAkñúgrUbTI 9-7. enATIenH Ggát;mYyrbs;

truss KMrUmanRbEvg L . RbsinebIbnÞúk P nig P2 manGMeBIelI
                                         1

truss EdleRbIsMPar³EdlmanlkçN³eGLasÞiclIenEG‘r
enaHGgát;enHnwgxUcRTg;RTayedaybrimaN ΔL = NL / AE
Edl N CakMlaMgEkg b¤kMlaMgtamG½kSenAkñúgGgát; EdlbgáedaykMlaMg. edayGnuvtþsmIkar 9-13 dUc
enHsmIkarkmμnþnimitþsMrab; truss KW
                                  nNL
                     1⋅ Δ = ∑                                                           (9-15)
                                   AE
Edl        1=kMlaMgnimitþÉktþaxageRkAEdlmanGMeBIelItMN truss enAkñúgTisedArbs; Δ .
         n = kMlaMgEkgnimitþkñúgrbs;Ggát; truss EdlbgáeLIgedaybnÞúknimitþÉktþaxageRkA.

         Δ = bMlas;TIrbs;tMNEdlbgáeLIgedaybnÞúkBitEdlmanGMeBIelI truss.

         L = RbEvgrbs;Ggát;.

         A = RkLaépÞmuxkat;rbs;Ggát;.

         E = m:UDuleGLasÞicrbs;Ggát;.

        karbegáItsmIkarenHGnuvtþtamkarerobrab;enAkñúgkfaxNÐ 9-3. enATIenHbnÞúknimitþÉktþabegáIt
kMlaMgnimitþxagkñúg n enAkñúgGgát; truss nImYy². bnÞab;mkkMlaMgBiteFVIeGaytMN truss pøas;TI Δ kñúgTis
edAdUcKñanwgkMlaMgnimitþÉktþa ehIyGgát;nImYy²pøas;TIedayTMhM NL / AE kñúgTisedAdUcKñanwgTisrbs;
kMlaMg n . Cavi)ak kmμnþ 1 ⋅ Δ esμInwgkmμnþnimitþxagkñúg b¤famBlbMErbMrYlrageFob¬nimitþ¦xagkñúgEdl
rkSaenAkñúgGgát; truss TaMgGs; Edl ∑ nNL / EA .
sItuNðPaB³ enAkñúgkrNIxøH Ggát; truss Gacpøas;bþÚrRbEvgrbs;BYkvaedaysarkMedA. RbsinebI α Caem
KuNlUtedaysarkMedAsMrab;Ggát; ehIy ΔT CabMErbMrYlsItuNðPaB enaHbMErbMrYlRbEvgrbs;Ggát;KW
*
    eKeRbIrebobenHenAkñúgkfaxNÐ 6.3 CamYynwgeKalkarN_m‘uyeyeRbsøÚ.
PaBdabedayeRbIviFIfamBl                                                                T.Chhay   -288
mhaviTüal½ysMNg;sIuvil                                                     viTüasßanCatiBhubec©keTskm<úCa

ΔL = α ⋅ ΔT ⋅ L. dUcenHeyIgGackMNt;bMlas;TIrbs;tMN truss eRCIserIsNamYyEdlbNþalBIbMEr
bMrYlsItuNðPaBBIsmIkar 9-13 EdlGacsresrCa
                   1 ⋅ Δ = ∑ nαΔT ⋅ L                                                    (9-16)
Edl       1=kMlaMgnimitþÉktþaxageRkAEdlmanGMeBIelItMN truss enAkñúgTisedArbs; Δ .
         n = kMlaMgEkgnimitþkñúgrbs;Ggát; truss EdlbgáeLIgedaybnÞúknimitþÉktþaxageRkA.

         Δ = bMlas;TIrbs;tMNEdlbgáeLIgedaybMErbMrYlsItuNðPaB.

         L = RbEvgrbs;Ggát;.

         α = emKuNlUtedaysarkMedA.
         ΔT = bMErbMrYlsItuNðPaBrbs;Ggát;.

kMhusqÁgkñúgkarplit nigPaBekag³ eBlxøH kMhusqÁgkñúgkarplitGacekItmaneLIgcMeBaHRbEvgrbs;
Ggát;rbs; truss. ehIykñúgkrNIxøH eKplitGgát;rbs; truss manRbEvgEvg b¤xøICagbnþicedIm,IeFVIeGay
truss manPaBekag. CaerOy² eKRtUvkarPaBekagsMrab; truss s<anEdleKeFVIeGayGgát;xageRkamrbs;

truss ekageLIgelICamYynwgTMhMsmmUleTAnwgPaBdabrbs;vaEdlekItBIbnÞúkGefrrbs;s<an. Rbsin

ebIGgát; truss xøI b¤EvgCagGVIEdlcg;)an eKGackMNt;bMlas;TIrbs;tMN truss BITItaMgrMBwgTukedaypÞal;
edayGnuvtþsmIkar 9-13 EdlGacsresrCa
                   1 ⋅ Δ = ∑ nΔL                                                         (9-17)

Edl       1= kMlaMgnimitþÉktþaxageRkAEdlmanGMeBIelItMN truss enAkñúgTisedArbs; Δ .
         n = kMlaMgEkgnimitþkñúgrbs;Ggát; truss EdlbgáeLIgedaybnÞúknimitþÉktþaxageRkA.

         Δ = bMlas;TIrbs;tMNEdlbgáeLIgedaykMhusqÁgkñúgkarplit.

         ΔL = bMErbMrYlRbEvgrbs;Ggát;BITMhMEdlcg;)anrbs;vaEdlbNþalBIkMhusqÁgkñúgkarplit.

eKcaM)ac;RtUveFVIplbUkénGgÁxagsþaMénsmIkar 9-15 rhUtdl; 9-17 RbsinebIbnÞúkxageRkAmanGMeBI
eTAelI truss ehIyGgát;rbs; truss xøHrgnUvbMErbMrYlsItuNðPaB b¤mankMhusqÁgkñúgkarplit.
dMeNIrkarkñúgkarviPaK (Procedure for analysis)
         CMhanxageRkampþl;nUvviFIsMrab;kMNt;bMlas;TIrbs;tMNén truss edayeRbIviFIkmμnþnimitþ
kMlaMgnimitþ n
         dak;kMlaMgmYyÉktþaenAelI truss enARtg;tMNEdlRtUvkarkMNt;rkbMlas;TI. bnÞúkenHRtUvman
         TisedAdUcnwgTisedArbs;bMlas;TI eBalKWedk b¤Qr.
Deflection Using Energy Method                                                      T.Chhay   -289
Department of Civil Engineering                                                                      NPIC



          CamYynwgbnÞúkÉktþaEdldak;elI truss eKRtUvdkbnÞúkBitEdlmanGMeBIelI truss ecjTaMgGs;
          rYceRbIviFItMN b¤viFImuxkat;edIm,IKNnakMlaMgkñúg n enAkñúgGgát; truss nImYy². snμt;fakMlaMg
          TajviC¢man nigkMlaMgsgát;GviC¢man.
kMlaMgBit N
          eRbIviFImuxkat; b¤viFItMNedIm,IkMNt;kMlaMg N enAkñúgGgát;nImYy². kMlaMgTaMgenHbgáeLIgeday
          sarEtkMlaMgBitmanGMeBIelI truss Etb:ueNÑaH. dUcKña eKRtUvsnμt;fakMlaMgTajviC¢man ehIy
          kMlaMgsgát;GviC¢man.
smIkarkmμnþnimitþ
          GnuvtþsmIkarkmμnþnimitþedIm,IkMNt;bMlas;TIEdlcg;)an. eKcaM)ac;rkSaPaBdUcKñaénkarsnμt;
          sBaØaBiCKNitrbs;kMlaMg n nigkMlaMg N enAeBlCMnYsvaeTAkñúgsmIkar.
          RbsinebI ∑ nNL / EA viC¢man bMlas;TI Δ manTisedAdUcTisedArbs;bnÞúkÉktþa. RbsinebI
          lT§plmantMélGviC¢man Δ nwgmanTisedApÞúynwgTisedArbs;bnÞúkÉktþa.
          enAeBlGnuvtþ1⋅ Δ = ∑ n ⋅α ⋅ ΔT ⋅ L eKRtUvdwgfaRbsinebIGgát;nImYy²rgnUvkMeNInsItuNðPaB
          enaH ΔT nwgviC¢man b:uEnþebIsItuNðPaBEdlfycuHvanwgeFVIeGay ΔT GviC¢man.
          sMrab; 1 ⋅ Δ = ∑ n ⋅ ΔL enAeBlEdlkMhusqÁgkñúgkarpliteFVIeGayRbEvgrbs;Ggát;EvgCagmun
          ΔL nwgviC¢man b:uEnþebIRbEvgrbs;vaxøICagmun enaH ΔL nwgGviC¢man.



]TahrN_ 9-1³ kMNt;bMlas;TIbBaÄrrbs;tMN C én truss EdkEdlbgðajenAkñúgrUbTI 9-8a. RkLa
épÞmuxkat;rbs;Ggát;nImYy²KW A = 300mm 2 ehIy E = 200GPa .




dMeNaHRsay³
kMlaMgnimitþ n³ eKdak;EtbnÞúk1kN enARtg;tMNC ehIyeKedaHRsaykMlaMgenAkñúgGgát;nImYy²edayeRbI
viFItMN. lT§plRtUv)anbgðajenAkñúgrUbTI 9-8b. elxviC¢manbgðajkMlaMgTaj ehIyelxGviC¢man
bgðajkMlaMgsgát;.
PaBdabedayeRbIviFIfamBl                                                                   T.Chhay   -290
mhaviTüal½ysMNg;sIuvil                                                viTüasßanCatiBhubec©keTskm<úCa

kMlaMgBit N³ kMlaMgBitenAkñúgGgát;RtUv)anKNnaedayeRbIviFItMN. lT§plRtUv)anbgðajenAkñúgrUbTI
9-8c.
smIkarkmμnþnimitþ³ edayerobcMTinñn½yenAkñúgtarag eyIg)an




                                                      2
                                                          ⋅m
dUcenH       1kN ⋅ Δ C = ∑
                            nNL 369.6kN
                             AE
                                 =
                                 v
                                        AE
edayCMnYstMélCaelxsMrab; A nig E eyIg)an
                                             396.6kN 2 ⋅ m
                   1kN ⋅ Δ C v =
                                     [300(10 )m ][200(10 )kN / m ]
                                           −6   2         6     2


                           Δ C v = 0.00616m = 6.16mm



]TahrN_ 9-2³ RkLaépÞmuxkat;rbs;Ggát;nImYy²rbs; truss EdlbgðajenAkñúgrUbTI 9-9a KW A =
400mm 2 ehIy E = 200GPa . (a) kMNt;bMlas;TItamTisQrrbs;tMN C RbsinebIeKdak;kMlaMg
4kN eTAelI truss Rtg;tMN C. (b) RbsinKμanbnÞúkmanGMeBIelI truss cUrkMNt;bMlas;TItamTisQr

rbs;tMN C RbsinebIGgát; AB manRbEvgxøICamun 5mm .




Deflection Using Energy Method                                                 T.Chhay   -291
Department of Civil Engineering                                                           NPIC



dMeNaHRsay³
(a)
kMlaMgnimitþ n³ edaysareKRtUvkarrkbMlas;TItamTisQrrbs;tMNC dUcenHeKRtUvdak;kMlaMgnimitþ1kN
enARtg;tMNC edaymanTisQr. xñatrbs;kMlaMgRtUvdUcKñanwgxñatrbs;kMlaMgBit. eKRtUvKNnakMlaMg
RbtikmμenARtg;tMN A nigtMN B nigkMNt;kMlaMg n enAkñúgGgát;nImYy²edayviFItMNdUcbgðajenAkñúg
düaRkamGgÁesrIrbs;tMN A nigtMN B ¬rUbTI 9-9b¦.
kMlaMgBit N³ karviPaKtMN A nigtMN B enAeBleKdak;kMlaMgBit 4kN eTAelI truss RtUv)aneGayenA
kñúgrUbTI 9-9c.
smIkarkmμnþnimitþ³ edaysar AE efr eKGacKNna nigerobtY nNL enAkñúgtarag. enATIenHsBaØaviC¢man
bgðajfakMlaMgTaj nigsBaØaGviC¢manbgðajkMlaMgGviC¢man.




                            nNL 10.67kN ⋅ m              2
dUcenH        1kN ⋅ Δ C = ∑
                             AE
                                = v
                                      AE
edayCMnYstMél A = 400mm = 400(10 )m nig E = 200GPa = 200(106 )kN / m 2 eyIg)an
                         2       −6 2


                                              10.67 kN 2 ⋅ m
                     1kN ⋅ Δ C v =
                                      [400(10 )m ][200(10 )kN / m ]
                                            −6   2           6   2


                             Δ C v = 0.000133m = 0.133mm
(b)
enATIenH eyIgRtUvGnuvtþsmIkar 9-17. edaysareKRtUvkarkMNt;bMlas;TItamTisQrRtg;tMN C eyIg
GaceRbIlT§plrbs;rUbTI 9-7b. manEtGgát; AB b:ueNÑaHEdlrgbMErbMrYlRbEvg eBalKW ΔL = −5mm .
dUcenH
                     1 ⋅ Δ = ∑ nΔL
                     1kN ⋅ Δ C v = (0.667 kN )(− 0.005m )

                            Δ C v = −0.00333m = −3.33mm

sBaØadkbgðajfatMN C bMlas;TIeLIgelI EdlpÞúyBIkMlaMgbBaÄr1kN . cMNaMfa RbsinebIKitTaMgkMlaMg
4kN nigkMhusqÁgkñúgkarplitbBa©ÚlKña enaHbMlas;TIsrubKW Δ C = 0.133 − 3.33 = −3.20mm ¬eLIg
                                                                     v

elI¦.

PaBdabedayeRbIviFIfamBl                                                        T.Chhay   -292
mhaviTüal½ysMNg;sIuvil                                                               viTüasßanCatiBhubec©keTskm<úCa


]TahrN_ 9-3³ kMNt;bMlas;TIbBaÄrrbs;tMN C én truss EdkEdlbgðajenAkñúgrUbTI 9-10a.
edaysarkMedAEdlPayecjBICBa¢aMg Ggát; AD rgnUvkMeNInsItuNðPaB ΔT = +60o C . yk α =
1.08(10 −5 )/ o C nig E = 200GPa . RkLaépÞmuxkat;rbs;Ggát;nImYy²RtUv)anbgðajenAkñúgrUb.




dMeNaHRsay³
kMlaMgnimitþ n³ eKdak;kMlaMgbBaÄr 1kN eTAelI truss enARtg;tMN C ehIyKNnakMlaMgenAkñúgGgát;
¬rUbTI 9-10b¦.
kMlaMgBit N³ edaysarkMlaMg n enAkñúgGgát; AB nigGgát; BC esμIsUnü enaHeKmincaM)ac;kMNt;kMlaMg
N enAkñúgGgát;TaMgenaHeT. ehtuGVI? EtsMrab;karKNnaeBjelj karviPaKkMlaMgkñúgrbs;Ggát;TaMg

Gs;EdlekItBIkMlaMgBitxageRkARtUv)anbgðajenAkñúgrUbTI 9-10c.
smIkarkmμnþnimitþ³ bnÞúk nigkMedAeFVIeGay truss xUcRTg;RTay dUcenHeKRtUvKitsmIkar 9-15 nigsmIkar
9-18 bBa©ÚlKña. edaybMEbkxñateGay)anRtwmRtUv eyIg)an
                                   nNL
                   1⋅ Δ Cv = ∑          + ∑ nαΔTL
                                    AE
                                    0.75(600 )(1.8)          (1)(400)(2.4)
                      Δ Cv =
                                      ( )[ ( )]   ( )[ ( )]
                                                       +
                                 1200 10 − 6 200 10 6 1200 10 − 6 200 10 6

                                       ( )[ ( )] [ ( )]
                                  +
                                     (− 1.25)(− 500)(3) + (1)1.08 10 − 5 (60)(2.4)
                                    900 10 − 6 200 10 6
                      Δ C v = 0.00193m = 19.3mm




Deflection Using Energy Method                                                                T.Chhay   -293
Department of Civil Engineering                                                                             NPIC



(>%> viFIkmμnþnimitþsMrab;Fñwm nigeRKag (Method of virtual work: beams and frames)
        eKk¾GaceRbiviFIkmμnþnimitþedIm,IkMNt;PaBdabrbs;Fñwm nigeRKag. edaysarbMErbMrYlrageFob
EdlekIteLIgedaysarkarBt;CaktþasMxan;kñúgkareFVIeGayFñwm nigeRKagmanPaBdab dMbUgeyIgniwg
BiPakSaBIT§iBlenH. eyIgnwgBiPakSaBIPaBdabEdlbNþalBIkMlaMgkat; kMlaMgtamG½kS kMlaMgrmYl
nigbMErbMrYlsItuNðPaBenAkñúgkfaxNÐ 9-6.




         tamry³eKalkarN_kmμnþnimitþ b¤viFIkMlaMgnimitþ eKGacbegáItrUbmnþsMrab;PaBdabrbs;Fñwm nig
PaBrbs;eRKagedayBicarNaelIFñwmEdl)anbgðajenAkñúgrUbTI 9-11a. enATIenH eKRtUvkarkMNt;
bMlas;TI Δ rbs;cMNuc A . edIm,IkMNt; Δ eKRtUvdak;kMlaMgÉktþaEdlmanGMeBIenAelIFñwmRtg;cMNuc A
tamTisedArbs; Δ ehIyeKRtUvkMNt;m:Um:g;Bt;nimitþ m edayviFImuxkat;enARtg;TItaMg x NamYyBITMrxag
eqVg ¬rUbTI 9-11b¦. enAeBlkMlaMgBitmanGMeBIelIFñwm ¬rUbTI 9-11a¦ cMnuc A pøas;TI)an Δ . kñúg
krNIEdlkMlaMgTaMgenHeFVIeGaysMPar³eFVIkarenAkñúgtMbn;eGLasÞiclIenEG‘r enaHBIsmIkar 8-2 Fatu
dx xUcRTg;RTay b¤vil)an dθ = (M / EI )dx *. enATIenH M Cam:Um:g;Bt;enARtg; x EdlbgáeLIgeday

kMlaMgBit. dUcenH kmμnþnimitþxageRkAEdleFVIedaykMlaMgÉktþaKW 1 ⋅ Δ ehIykmμnþnimitþxagkñúgEdleFVI
edaym:Um:g; m KW m ⋅ dθ = m(M / EI )dx . plbUkénT§iBlenAelIFatu dx TaMgGs;tambeNþayFñwmtMrUv
eGaymankareFVIGaMgetRkal dUcenHsmIkar 9-13 køayCa
                                  L   mM
                     1⋅ Δ = ∫            dx                                                       (9-18)
                                  0   EI

Edl       1=   kMlaMgnimitþÉktþaxageRkAEdlmanGMeBIenAelIFñwm b¤eRKagenAkñúgTisedArbs; Δ .

*
  rMlwkfa RbsinebIsMPar³manbMErbMrYlrageFobhYsEdneGLasÞicrbs;va eKk¾GacenAEteRbIeKalkarN_kmμnþnimitþ)anEdr eTaH
bICaenAkñúgenHeKRtuvkareRbIkarviPaK nonlinear b¤)øasÞick¾eday.
PaBdabedayeRbIviFIfamBl                                                                          T.Chhay   -294
mhaviTüal½ysMNg;sIuvil                                                      viTüasßanCatiBhubec©keTskm<úCa

          m=m:Um:g;Bt;nimitþenAkñúgFñwm b¤eRKag EdlsresrCaGnuKmn_én x nigEdlbgáeLIgedaybnÞúk
             nimitþÉktþaxageRkA.
        Δ = bMlas;TIrbs;cMNucEdlbgáeLIgedaybnÞúkBitEdlmanGMeBIelIFñwm b¤eRKag.

        M = m:Um:g;Bt;enAkñúgFñwm b¤eRKag EdlRtUv)ansresrCaGnuKmn_én x ehIyvabgáeLIgeday

              kMlaMgBit.
        I = m:Um:g;niclPaBénRkLaépÞmuxkat; EdlRtUv)anKNnaeFobnwgG½kSNWt.

        E = m:UDuleGLasÞicrbs;Ggát;.

tamrebobdUcKña RbsinebIeKRtUvkarkMNt;mMurgVil θ enARtg;cMNucNamYyrbs;Fñwm eKRtUvdak;m:Um:g;mYy
ÉktþaenARtg;cMNucenaH ehIyeKRtUvkMNt;m:Um:g;Bt; mθ EdlRtUvKña. edaysarkmμnþénm:Um:g;mYyÉktþaKW
                                 L   mθ M
                   1⋅θ = ∫                dx                                              (9-19)
                             0        EI
          enAeBlGnuvtþsmIkar 9-18 nig 9-19 eKcaM)ac;RtUvdwgfaGaMgetRkalkMNt;énGgÁxagsþaMCabri-
maNénfamBlbMErbMrYlragnimitþEdlrkSaTukenAkñúgFñwm. RbsinebIkMlaMgcMcMNuc b¤m:Um:g;xageRkAeFVIGMeBI
enAelIFñwm b¤k¾bnÞúkBRgaymanlkçN³minCab; eKminGaceFVIGaMgetRkalEtmYyenAelIRbEvgTaMgmUlrbs;
Fñwm)aneT KWeKRtUveRCIserIskUGredaen x dac;edayELkenAkñúgtMbn;EdlKμanbnÞúkEdlmanlkçN³minCab;
ehIykUGredaenrbs; x nImYy²mincaM)ac;mancMnuceKalEtmYyeT b:uEnþkUGredaenrbs; x EdleRCIserIs
sMrab;kMNt;m:Um:g;Bt; M BitRtUvEtdUcKñanwgkUGredaen x EdleRCIserIssMrab;kMNt;m:Um:g;Bt; nimitþ m b¤ mθ
enAkñúgtMbn;dUcKña. ]TahrN_ BicarNaFñwmEdlbgðajenAkñúgrUbTI 9-12. edIm,IkMNt; bMlas;TIrbs; D
eKRtUvBicarNabYntMbn; dUcenHeKRtUvedaHRsayGaMgetRkalEdlmanTMrg; ∫ (mM / EI )dx . eyIgGac
eRbI x1 edIm,IkMNt;famBlbMErbMrYlrageFobenAkñúgtMbn; AB / x2 sMrab;tMbn; BC / x3 sMrab;tMbn; DE nig
 x4 sMrab;tMbn; DC . enARKb;krNITaMgGs; eKeRCIserIs x y:agNaedIm,IkMNt; M nig m ¬b¤ mθ ¦ y:ag

gay.




Deflection Using Energy Method                                                       T.Chhay   -295
Department of Civil Engineering              NPIC




PaBdabedayeRbIviFIfamBl           T.Chhay   -296
mhaviTüal½ysMNg;sIuvil           viTüasßanCatiBhubec©keTskm<úCa




Deflection Using Energy Method            T.Chhay   -297
Department of Civil Engineering                                                                   NPIC



GaMgetRkaledayeRbItarag³ enAeBlrcnasm<½n§rgbnÞúkEdlmanlkçN³samBaØ ehIydMeNaHRsay
sMrab;bMlas;TIminRtUvkarGaMgetRkaleRcIn eKGaceRbIviFItamtaragedIm,IedaHRsayGaMgetRkal. edIm,I
eFVIEbbenH dMbUgeKRtUvKUrdüaRkamm:Um:g;rbs;Ggát;nImYy²sMrab;bnÞúkBit nigbnÞúknimitþ. edaypÁÚpÁgdüa
RkamsMrab; m nig M CamYynwgtaragsMrab;KNna ∫0L mm' dx xageRkam eKGackMNt;GaMgetRkal
 ∫ mMdx BIrUbmnþsmRsb. ]TahrN_ 9-6 nig 9-8 bgðajBIkarGnuvtþviFIenH.

dMeNIrkarkñúgkarviPaK (Procedure for analysis)
     eKGaceRbICMhanxageRkamedIm,IkMNt;bMlas;TI nig/b¤mMurgVilenARtg;cMNucmYyenAelIExSekag
eGLasÞicrbs;Fñwm b¤eRKagedayeRbIviFIkmμnþnimitþ.
m:Um:g;Bt;nimitþ m b¤ m       θ

          dak;bnÞúkÉktþaenAelIFñwm b¤eRKagenARtg;cMNucEdleyIgRtUvkarrkbMlas;TIedaymanTisdUcKña.
          RbsinebIeKRtUvkarkMNt;mMurgVil eKRtUvdak;m:Umg;xageRkAmYyÉktþaenARtg;cMNucEdlcg;rk.
                                                        :
          begáItkUGredaen x smRsbEdlmann½yenAkñúgtMbn;rbs;Fñwm b¤eRKagEdlminmanPaBdac;én
          bnÞúkBit b¤bnÞúknimitþ.
          CamYynwgkardak;bnÞúknimitþ eKRtUvdkbnÞúkBitTaMgGs;ecjBIFñwm b¤eRKag ehIyKNnam:Um:g;Bt;
          m b¤ mθ CaGnuKmn_énkUGredaennImYy².

          snμt; m b¤ mθ eFVIGMeBIkñúgTisedAviC¢mandUcbgðajenAkñúgrUbTI 4-1.
m:Um:g;Bt;Bit
          edayeRbIkUGredaen x dUcKñanwgkarbegáItsMrab;KNna m nig mθ kMNt;m:Um:g;Bt; M EdlbNþal
          BIkMlaMgBit.
          edaysareKsnμt; m b¤ mθ manGMeBIkñúgTisedAviC¢man eKcaM)ac;RtUveGay M EdlmanTMhMviC¢man
          manGMeBIkñúgTisedAdUcKña BIeRBaHkmμnþxagkñúgviC¢man nigkmμnþxagkñúgGviC¢manGaRs½ynwgTisedA
          rbs;bnÞúk ¬EdlkMNt;eday ± m b¤ ± mθ ¦ nigTisedArbs;bMlas;TI ¬EdlkMNt;eday
          ± Mdx / EI ¦.

smIkarkmμnþnimitþ
          GnuvtþsmIkarkmμnþnimitþedIm,IkMNt;bMlas; Δ b¤mMurgVilθ Edlcg;)an. eKcaM)ac;RtUvrkSasBaØa
          BiCKNitrbs;GaMgetRkalnImYy²EdlKNnaCamYynwgtMbn;kMNt;Cak;lak;rbs;va.

PaBdabedayeRbIviFIfamBl                                                                T.Chhay   -298
mhaviTüal½ysMNg;sIuvil                                                    viTüasßanCatiBhubec©keTskm<úCa

         RbsinebIplbUkBiCKNitrbs;GaMgetRkalTaMgGs;sMrab;Fñwm b¤eRKagTaMgmUlviC¢man enaH Δ nig
         θ manTisedAdUcKñanwgbnÞúknimitþÉktþa b¤m:Um:g;nimitþÉktþa erogKña. RbsinebIlT§plrbs;va
         GviC¢man enaHTisedArbs; Δ b¤ θ nwgpÞúyBITisedArbs;bnÞúknimitþÉktþa nigm:Um:g;nimitþÉktþa.

]TahrN_ 9-4³ kMNt;bMlas;TIrbs;cMNuc B rbs;FñwmEdkEdlbgðajenAkñúgrUbTI 9-13. yk E =
            /
200GPa I = 500 10 6 mm 4 ( )          .




dMeNaHRsay³
m:Um:g;nimitþ m³ eKTTYlbMlas;TItamTisbBaÄrrbs;cMNuc B edaydak;bnÞúknimitþÉktþa1kN enARtg;
cMNuc B rUbTI 9-13b. edaykarGegát eyIgeXIjfaminmanPaBdac;énbnÞúkBIt nigbnÞúknimitþenAelI
FñwmeT. dUcenH eKGaceRbIkUGredaenH x EtmYyedIm,IkMNt;famBlbMErbMrYlrageFobnimitþ. eKeRCIserIs
eKalrbs; x Rtg;cMnuc B edaysareKminRtUvkarrkkMlaMgRbtikmμenARtg;cMNuc A edIm,IkMNt;m:Um:g;Bt;
m nig M . edayeRbIviFImuxkat; smIkarrbs;m:Um:g;Bt; m RtUv)anbgðajenAkñúgrUbTI 9-13b.

m:Um:g;Bit M³ edayeRbIkUGredaen x dUcKña smIkarm:Um:g;Bt; M RtUv)anbgðajenAkñúgrUbTI 9-13c.
smIkarkmμnþnimitþ³ bMlas;TItamTisQrrbs; B KW
                              L mM       10 (− 1x )(− 6 x 2 )dx
                  1kN ⋅ Δ B =    ∫0dx =
                                   EI       ∫0    EI

                   1kN ⋅ Δ B =
                                      ( )
                               15 103 kN 2 .m 3
                                      EI

Deflection Using Energy Method                                                     T.Chhay   -299
Department of Civil Engineering                                                                           NPIC



b¤                   ΔB =
                                                     ( )
                                                  15 103 kN .m 3
                                  ( )
                              200 10 6 kN / m 2   (500(10 )mm )⎛10
                                                         6    4
                                                               ⎜
                                                               ⎝
                                                                     −12
                                                                           m 4 / mm ⎞
                                                                                   4
                                                                                     ⎟
                                                                                     ⎠
                          = 0.150m = 150mm


]TahrN_ 9-5³ kMNt;mMurgVilenARtg;cMNuc A rbs;FñwmEdkEdlbgðajenAkñúgrUbTI 9-14. yk E =
            /
200GPa I = 60 10 6 mm 4 ( )         .




dMeNaHRsay³
m:Um:g;nimitþ m ³ eKTTYl)anmMurgVilRtg;cMNuc A edaydak;m:Um:g;nimitþÉktþa1kN .m enARtg;cMNuc A ¬rUbTI
                θ

9-14b¦. eKk¾GaceRbIkUGredaen x EtmYyedIm,IkMNt;famBlbMErbMrYlrageFobnimitþ. kUGredaenenH
maneKalenARtg;cMNuc A edIm,Irkm:Um:g;Bt; mθ nig M . edayeRbIviFImuxkat; smIkarm:Um:g;Bt; mθ RtUv
)anbgðajenAkñúgrUbTI 9-14b.
m:Um:g;Bit M³ edayeRbIkUGredaen x dUcKña smIkarm:Um:g;Bt; M RtUv)anbgðajenAkñúgrUbTI 9-14c.
smIkarkmμnþnimitþ³ mMurgVilenARtg;cMNuc A KW
                                         mθ M
                     (1kN .m )θ A = ∫0
                                        L
                                                dx
                                          EI
                                             ⎛    3⎞
                                        (− 1)⎜ − x ⎟
                                             ⎜ 3 ⎟
                                   =∫
                                      3      ⎝     ⎠ dx
                                     0       EI
                                      1     3 3
                                     3EI ∫0
                                   =          x dx
                                                              6.75
                                   =
                                            ( )           ( ( )        )(
                                        200 10 6 kN / m 2 60 10 6 mm 4 10 −12 m 4 / mm 4   )
PaBdabedayeRbIviFIfamBl                                                                        T.Chhay   -300
mhaviTüal½ysMNg;sIuvil                                                      viTüasßanCatiBhubec©keTskm<úCa

b¤                     θ A = 0.000563rad



]TahrN_ 9-6³ kMNt;mMurgVilθ enARtg;cMNuc B rbs;FñwmEdkEdlbgðajenAkñúgrUbTI 9-15a. yk
                   /
E = 200GPa I = 60 10 6 mm 4  ( )      .




dMeNaHRsay³
m:Um:g;nimitþ m ³ eKkMNt;mMurgVilRtg;cMNuc B edaydak;m:Um:g;nimitþÉktþa1kN.m enARtg;cMNuc B ¬rUbTI 9-
               θ

15b¦. enATIenH eKRtUveRCIserIskUGredaen x cMnYnBIr edIm,IkMNt;famBlbMErbMrYlrageFobnimitþenAkñúg
Fñwm. eKKNnafamBlbMErbMrYlrageFobenAkñúgGgát; AB nigGgát; BC edayeRbIkUGredaen x1 nig x2
erogKña. eKKNnam:Um:g;Bt; mθ enAkñúgGgát;nImYy²edayeRbIviFImuxkat;dUcbgðajenAkñúgrUbTI 9-15b.
 m:Um:g;Bit M³ edayeRbIkUGredaen x1 nig x2 dUcKña enaHsmIkarm:Um:g;Bt; M RtUv)anbgðajenAkñúgrUbTI
9-15c.
smIkarkmμnþnimitþ³ mMurgVilRtg;cMNuc B RtUv)aneGayeday

Deflection Using Energy Method                                                       T.Chhay   -301
Department of Civil Engineering                                                                   NPIC


                                   mθ M
                                   L
                     1⋅θ B = ∫             dx
                                0 EI
                                5 (0 )(− 3 x1 )dx1    5 (1)[− 3(5 + x 2 )]dx 2
                             =∫                    +∫
                                0        EI          0           EI
                             − 112.5kN .m    2
                        θB =                                                            (1)
                                    EI
eyIgk¾GacKNnaGaMgetRkal ∫ mθ Mdx tamRkaPicedayeRbItaragsMrab;KNnaGaMgetRkalxagelI
 ∫0 mm' dx . dMbUgeKcaM)ac;KUrdüaRkamm:Um:g; sMrab;FñwmenAkñúgrUbTI 9-15b nig 9-15c. ehIydüaRkam
   L



m:Um:g;TaMgenHRtUv)anbgðajenAkñúgrUbTI 9-15d nig 9-15e erogKña. edaysarvaKμanm:Um:g; m sMrab;
0 ≤ x < 5m eyIgGaceRbIEtRkLaépÞqUtragctuekaN nigRkLaépÞqUtragctuekaNBñayedIm,IKNna

GaMgetRkal. edayrkrUbragsmRsbTaMgenHenAkñúgCYredk nigCYrQrrbs;tarag eyIgman
                                  mθ (M 1 + M 2 )L = (1)(− 15 − 30 )5
            10                  1                   1
           ∫5    mθ Mdx =
                                2                   2

                            = −112.5kN 2 .m 3
tMélenHdUcKñanwglT§plEdl)ankMNt;enAkñúgsmIkar (1). dUcenH
                                                  − 112.5kN 2 .m 3
           (1kN .m )θ B     =
                                   ( )            [ ( ) ](
                                200 10 6 kN / m 2 60 10 6 mm 4 10 −12 m 4 / mm 4   )
                     θ B = −0.00928rad
sBaØaGviC¢manbgðajfaθ B manTisedApÞúyeTAnwgTisedArbs;m:Um:g;nimitþEdlbgðajenAkñúgrUbTI 9-15b.

]TahrN_ 9-7³ kMNt;bMlas;TIenARtg;cMNuc D rbs;FñwmEdkEdlbgðajenAkñúgrUbTI 9-16a. yk
                    /
E = 200GPa I = 300 10 6 mm 4      ( )         .
dMeNaHRsay³
m:Um:g;nimitþ m³ FñwmrgkMlaMgnimitþÉktþaenARtg;cMNuc D dUcbgðajenAkñúgrUbTI 9-16b. tamkarGegát eK
RtUveRbIkUGredaenbIdUcCa x1 / x2 nig x3 edIm,IRKbdNþb;RKb;tMbn;TaMgGs;rbs;Fñwm. cMNaMfa kUGredaen
TaMgenHRKbdNþb;tMbn;EdlbnÞúkBit b¤bnÞúknimitþEdlmanGMeBIelIFñwmminmanPaBdac;. eKKNnam:Um:g;Bt;
m enAkñúgrUbTI 9-16b edayeRbIviFImuxkat;.

m:Um:g;Bit M³ dMbUgeKRtUvkMNt;Rbtikmμrbs;Fñwm bnÞab;mkedayeRbIIkUGredaen x dUcKñanwgkUGredaenEdl
eRbIsMrab;KNna m eKkMNt;m:Um:g;Bt; M dUcbgðajenAkñúgrUbTI 9-16c.
smIkarkmμnþnimitþ³ edayGnuvtþsmIkarkmμnþnimitþeTAelIFñwmedayeRbITinñn½yenAkñúgrUbTI 9-16b nig 9-
16c eyIg)an
PaBdabedayeRbIviFIfamBl                                                                T.Chhay   -302
mhaviTüal½ysMNg;sIuvil                                                                viTüasßanCatiBhubec©keTskm<úCa

                       L mM
          1⋅ Δ D = ∫         dx
                      0 EI
                     4.5 (− 1x1 )(0 )dx1    3 (0.75 x 2 − 4.5)(35 x2 )dx 2    3 (− 0.75 x3 )(120 − 5 x3 )
                  =∫                     +∫                                +∫                             dx3
                    0         EI           0               EI                0            EI
                    0 472.5 371.25                843.75kN .m 3
            ΔD    =     −         −           =−
                    EI      EI         EI                EI
                              − 843.75kN .m     3
b¤        ΔD =
                  [200(10 kN / m )][300(10 )(10 )m ]
                            6       2          6     −12   4


               = −0.0141m = −14.1mm
sBaØaGviC¢manbgðajfabMlas;TImanTiseLIgelI EdlpÞúyeTAnwgTisedAcuHeRkamrbs;bnÞúkÉktþa ¬rUbTI
9-16b¦. ehIycMNaMfa eKmincaM)ac;KNna m1 edaysar M 1 = 0 .




Deflection Using Energy Method                                                                 T.Chhay   -303
Department of Civil Engineering                                                               NPIC



]TahrN_ 9-8³ kMNt;bMlas;TItamTisedkenARtg;cMNuc C enAelIeRKagEdlbgðajenAkñúgrUbTI 9-
17a. yk E = 200GPa / I = 235(106 )mm 4 sMrab;Ggát;TaMgBIr.




dMeNaHRsay³
m:Um:g;nimitþ m³ edIm,IPaBgayRsYl eyIgnwgeRbIkUGredaen x1 nig x2 enAkñúgrUbTI 9-17a. bnÞúkmYy
ÉktþaRtUv)andak;enARtg;cMnuc C rUbTI 9-17b. ehtuGVI? kMlaMgRbtikmμ nigm:Um:g;Bt;RtUv)anKNnadUc
bgðaj.
PaBdabedayeRbIviFIfamBl                                                            T.Chhay   -304
mhaviTüal½ysMNg;sIuvil                                                    viTüasßanCatiBhubec©keTskm<úCa

m:Um:g;Bit M³ tamrebobdUcKña kMlaMgRbtikmμ nigm:Um:g;Bt; M BitRtUv)anKNna nigbgðajenAkñúgrUbTI 9-
17c.
smIkarkmμnþnimitþ³ edayeRbITinñn½yenAkñúgrUbTI 9-17b nig 9-17c eyIg)an
                                 3 (1x1 )(
                                         180 x1 − 30 x1 )dx1   2.4 (1.25 x 2 )(112.5 x 2 )dx 2
                                                      2
                   L mM
          1⋅ Δ C =
                h        ∫0
                         dx =
                             EI      ∫0      EI
                                                             +     ∫0   EI
                          1012.5 648 1660.5kN .m 3
            Δ Ch        =       +     =                                                 (1)
                            EI    EI      EI
eKk¾GaceFVIGaMgetRkal ∫ mMdx tamRkaPicedayeRbItaragsMrab;KNnaGaMgetRkal ∫0L mm' dx . düa
Rkamm:Um:g;sMrab;eRKagenAkñúg rUbTI 9-17b nig 9-17c RtUv)anbgðajenAkñúgrUbTI 9-17d nig 9-17e
erogKña. dUcenH edayeRbIrUbmnþ sMrab;ragRsedogKñaenAkñúgtaragsMrab;KNnaGaMgetRkal ∫0L mm' dx
eyIg)an
          ∫ mMdx = 12 (3)(270)(3) + 3 (3)(270)(2.4)
                              5                  1


                         = 1012.5 + 648 = 1660.5kN 2 .m 3
lT§plenHdUcKñaeTAnwglT§plEdl)anBIkarKNnaenAkñúgsmIkar (1). dUcenH
                                      1660.5kN .m 3
          Δ Ch =
                        [200(10 )kN / m ][235(10 )(10 )m ]
                                  6      2           6   −12   4


                = 0.0353m = 35.3mm


]TahrN_ 9-9³ kMNt;mMurgVilenARtg;cMNuc C rbs;eRKagEdlbgðajenAkñúgrUbTI 9-18a. yk
                    /
E = 200GPa I = 15 10 6 mm 4       ( )        .




Deflection Using Energy Method                                                     T.Chhay   -305
Department of Civil Engineering                                                                    NPIC



dMeNaHRsay³
m:Um:g;nimitþ m ³ eKRtUveRbIkUGredaen x1 nig x2 EdlbgðajenAkñúgrUbTI 9-18a. eKRtUvdak;m:Um:g;mYy
                θ

ÉktþaenARtg;cMNuc C rYcKNnam:Um:g;Bt; mθ rUbTI 9-18b.
m:Um:g;Bit M³ tamrebobdUcKña m:Um:g;Bt; M BitRtUv)anKNnadUcbgðajenAkñúgrUbTI 9-18c.
smIkarkmμnþnimitþ³ edayeRbITinñn½yenAkñúgsmIkar 9-18b nig 9-18c eyIg)an
          1⋅θC = ∫
                       L mθ M
                                  dx = ∫
                                           3   (− 1)(− 2.5 x1 )dx1 + 2(1)(7.5)dx2
                      0
                      EI         0         EI         ∫0 EI
                  11.25 15 26.25kN .m 2
             θC =      +     =
                   EI     EI          EI
                                    26.25kN .m 2
b¤           θC =
                           ( )                 [ ( ) ](
                  200 10 6 kN / m 2 15 10 6 mm 4 10 −12 m 4 / mm 4             )
                    = 0.00875rad


(>^> famBlbMErbMrYlrageFobnimitþEdlbNþalBIbnÞúktamG½kS kMlaMgkat; kMlaMgrmYl
     nigsItuNðPaB
       (Virtual strain energy caused by axial load, shear, torsion and Temperature)
        eTaHbICaPaBdabrbs;Fñwm nigeRKagbgáeLIgedayfamBlbMErbMrYlrageFobEdlbNþalBIm:Um:g;
Bt;CacMbgk¾eday k¾enAkñúgrcnasm<½n§xøHfamBlbMErbMrYlrageFobbEnßménkMlaMgtamG½kS kMlaMgkat;
kMlaMgrmYl nigsItuNðPaBGackøayCasMxan;. eyIgnwgsikSaBIT§iBlnImYy²enATIenH.
kMlaMgtamG½kS³ Ggát;rbs;eRKagGacrgkMlaMgtamG½kS ehIyeKGacsresrsmIkarfamBlbMErbMrYlrag
eFobEdlbNþalBIkM;laMgenHdUcenAkñúgkfaxNÐ 9-4. sMrab;Ggát;Edlmanmuxkat;efr eyIgman
                             nNL
                     Un =                                                               (9-20)
                              AE

Edl        n= kMlaMgtamG½kSnimitþxagkñúgEdlbNþalBIkMlaMgnimitþÉktþaxageRkA.
           N = kMlaMgtamG½kSxagkñúgenAkñúgGgát;EdlbNþalBIkMlaMgBit.

           E = m:UDuleGLasÞicsMrab;sMPar³.

           A = RkLaépÞmuxkat;rbs;Ggát;.

           L = RbEvgrbs;Ggát;.




PaBdabedayeRbIviFIfamBl                                                                T.Chhay   -306
mhaviTüal½ysMNg;sIuvil                                               viTüasßanCatiBhubec©keTskm<úCa

kMlaMgkat;³ edIm,IkMNt;famBlbMErbMrYlrageFobenAkñúgFñwmEdlbNþalBI
kMlaMgkat; eyIgnwgBicarNa FatuGnnþtUc dx rbs;FñwmEdlbgðajenAkñúgrUbTI
9-19. kMhUcRTg;RTayedaykMlaMgkat; (shearing distortion) dy rbs;
FatuGnnþtUcEdlbNþal BIkMlaMgBitKW dy = γdx . RbsinebIbMErbMrYlrag
eFobedaysarkMlaMgkat; (shearing strain) γ EdlbNþalBIkMlaMgkat;man
GMeBIelIsMPar³eGLasÞiclIenEG‘r enaHeKGacGnuvtþc,ab;h‘Uk γ = τ / G . dUc
enH dy = (τ / G )dx . eyIgGacsresrkugRtaMgkat;Caτ = K (V / A) Edl K CaemKuNrag (form factor)
EdlGaRs½ynwgrUbragénRkLaépÞmuxkat; A rbs;Fñwm. dUcenHeyIgGacsresr dy = K (V / GA)dx .
sMrab;FñwmTaMgmUl eKGackMNt;famBlbMErbMrYlrageFobnimitþedayGaMgetRkal
                         L ⎛ vV ⎞
                   Us = ∫ K⎜    ⎟dx                                                (9-21)
                         0 ⎝ GA ⎠

Edl       v=kMlaMgkat;nimitþxagkñúgenAkñúgGgát;EdlRtUv)ansresrCaGnuKmn_én x ehIybNþalBIbnÞúk
            nimitþÉktþaxageRkA.
        V = kMlaMgkat;xagkñúgenAkñúgGgát;EdlRtUv)ansresrCaGnuKmn_én x ehIybNþalBIkMlaMgBit.

         A = RkLaépÞmuxkat;rbs;Ggát;.

         K = emKuNragsMrab;RkLaépÞmuxkat; (form factor for cross-sectional area)

                  K = 1.2 sMrab;muxkat;ctuekaN

                  K = 10 / 9 sMrab;muxkat;rgVg;

                  K ≈ 1.0 sMrab;FñwmGkSr I Edl A CaRkLaépÞrbs;RTnug

         G = m:UDuleGLasÞicénkMlaMgkat; (shear modulus of elasticity) sMrab;sMPar³.

kMlaMgrmYl³ CaerOy²rcnasm<½n§bITMhM ¬kñúglMh¦ rgkMlaMgrmYl.
RbsinebIGgát;manmuxkat;mUl enaH muxkat;rbs;vaminman warping
ekIteLIgeT enAeBlEdlvargbnÞúk. CalT§pl eKGacsresrfamBl
bMErbMrYlrageFobenAkñúgGgát;)anedayRsYl edayBicarNaelIFatu
GnnþtUc dx rbs;Ggát;Edlrgm:Um:g; rmYl T ¬rUbTI 9-20¦. kMlaMg
rmYlenHeFVIeGaymanbMErbMrYlrageFobkMlaMgkat; γ = (cdθ ) / dx . kñúg krNIsMPar³manlkçN³
eGLasÞiclIenEG‘r enaH γ = τ / G Edlτ = Tc / J . dUcenH mMurmYl dθ = (γdx )/ c = (τ / Gc)dx =
Deflection Using Energy Method                                                T.Chhay   -307
Department of Civil Engineering                                                                NPIC



(T / GJ )dx . RbsinebIeKdak;kMlaMgnimitþÉktþaeTAelIrcnasm<½n§EdleFVIeGay mankMlaMgrmYlxagkñúg t
enAkñúgGgát; enaHeRkayBIkarGnuvtþkMlaMgBit famBlbMErbMrYlrageFobenAkñúg Ggát;elIRbEvg dx KW dU t
= tdθ = tTdx / GJ . edayeFVIGaMgetRkalelIRbEvg L rbs;Ggát; eyIg)an³

                             tTL
                     Ut =                                                            (9-22)
                             GJ

Edl         kMlaMgrmYlnimitþxagkñúgEdlbNþalBIbnÞúknimitþÉktþaxageRkA.
           t=

        T = kMlaMgrmYlxagkñúgenAkñúgGgát;EdlbNþalBIkMlaMgBit.

        G = m:UDuleGLasÞicénkMlaMgkat; (shear modulus of elasticity) sMrab;sMPar³.

         J = m:Um:g;niclPaBb:UElrsMrab;muxkat;/ J = πc 4 / 2 Edl c CakaMrbs;muxkat;.

         K = RbEvgrbs;Ggát;.

eKRtUvkMNt;famBlbMErbMrYlrageFobEdlbNþalBIkMlaMgrmYlsMrab;Ggát;Edlmanmuxkat;minEmnmUl
edayeRbIkarviPaKEdlmanlkçN³hμt;ct;CagGVIEdl)anerobrab;enATIenH.
kMlaMgrmYl³ enAkñúgkfaxNÐ 9-4 eyIg)anBicarBaelIT§iBlénbMErbMrYlsItuNðPaBesμI dT enAelIGgát;
truss ehIy)anbgðajfaGgát;nwglUt b¤rYjxøIedaybrimaN dL = αΔTL . b:uEnþ enAkñúgkrNIxøH rcna-

sm<½n§ GacrgsItuNðPaBxusKñaelImuxkat;TaMgmUl dUckñúgkrNIénFñwmEdl)anbgðajenAkñúgrUbTI 9-21a.
kñúgkrNIEbbenH eKGackMNt;bMlas;TIrbs;cMNuctambeNþayExSekageGLasÞicrbs;FñwmedayeRbI
eKalkarN_kmμnþnimitþ. edIm,IGnuvtþeKalkarN_kmμnþnimitþ dMbUgeyIgRtUvKNnabrimaNmMurgVilrbs;Fatu
GnnþtUc dx rbs;FñwmEdlbNþalmkBIbMErbMrYlkMedA (thermal gradient) EdlmanGMeBIelImuxkat;Fñwm.
eyIgnwgeRCIserIskrNIsamBaØbMputrbs;FñwmEdlmanG½kSNWtsßitenABak;kNþalkMBs; (c ) rbs;muxkat;
Fñwm. RbsinebIeyIgKUrTMrg;énbMErbMrYlsItuNðPaBenAkñúgmuxkat; ¬rUbTI 9-21b¦ eyIgeXIjfasItuNð-
PaBmFümKW Tm = (T1 + T2 ) / 2 . RbsinebI T1 > T2 enaHbMErbMrYlsItuNðPaBenATItaMgxagelIbMputeFVI
eGayFatuGnnþtUcmanbMErbMrYlrageFoblUt ehIybMErbMrYlrageFobrbs;FatuGnnþtUcenATItaMgxageRkam
bMputrYj. enAkñúgkrNITaMgBIr bMErbMrYlsItuNðPaBKW ΔTm = T1 − Tm = Tm − T2 . edaysarbMErbMrYlkMedA
rbs;RbEvgenAxagelIbMput nigenAxageRkambMputKW δx = αΔTm dx ¬rUbTI 9-21c¦ enaHmMurgVilrbs;Fatu
GnnþtUcKW
                             αΔTm dx
                     dθ =
                                   c
RbsinebIeyIgGnuvtþkMlaMgnimitþÉktþaenARtg;cMNucmYyenAelIFñwmEdleKRtUvkarkMNt;bMlas;TI b¤Gnuvtþ
m:Um:g;nimitþÉktþaenARtg;cMNucEdlRtUvkarkMNt;bMlas;TIEdlKitCamMurgVilrbs;bnÞat;b:H enaHkMlaMgTaMg
PaBdabedayeRbIviFIfamBl                                                             T.Chhay   -308
mhaviTüal½ysMNg;sIuvil                                                    viTüasßanCatiBhubec©keTskm<úCa

enHnwgbegáItm:Um:g;nimitþ m enAkñúgFñwmRtg;cMNucEdlFatuGnnþtUc dx sßitenA. enAeBlEdlbMErbMrYl
sItuNðPaBmanGMeBI enaHfamBlbMErbMrYlrageFobnimitþenAkñúgFñwmKW
                                 L   mαΔTm dx
                   U temp = ∫                                                           (9-23)
                                 0      c

Edl       m=  m:Um:g;nimitþxagkñúgEdlsmIkarrbs;vaRtUv)ansresrCaGnuKmn_eTAnwg x ehIyEdlbNþal
            BIbnÞúknimitþÉktþaxageRkA b¤m:Um:g;nimitþÉktþa.
        α = emKuNlUtkMedA.
         ΔTm = bMErbMrYlsItuNðPaBrvagsItuNðPaBmFüm nigsItuNðPaBenAxagelI b¤enAxageRkambMput

                  rbs;Fñwm.
         c = kMBs;Bak;kNþalrbs;muxkat;Fñwm.

elIkElgEtmankarbBa¢ak; ebImindUcenaHeTcMeNaTenAkñúgesovePAenHnwgBicarNaEtPaBdabrbs;Fñwm
nigPaBdabrbs;eRKagEdlbNþalBIm:Um:g;Bt;Etb:ueNÑaH. b:uEnþ CaTUeTAGgát;Fñwm nigeRKagGacrgnUvbnÞúk
epSg²CaeRcIndUcEdl)anerobrab;enAkñúgkfaxNÐenH. b:uEnþ dUcEdl)anerobrab;rYcenAkñúgkfaxNÐmun²
PaBdabbEnßmEdlbNþalBIkMlaMgkat; kMlaMgtamG½kS eFIVeGayPaBdabrbs;FñwmERbRbYlRtwmEtBIr b¤bI
PaKryb:ueNÑaH. edaysarmUlehtuenH CaTUeTAeKecalvakñúgkarviPaK. RbsinebIeKKitT§iBlEdl)an
erobrab;enAkñúgkfaxNÐenH eKGacbUkbBa©ÚlfamBlbMErbMrYlrageFobnimitþEdl)ankMNt;enAkñúgsmIkar
9-20 dl; 9-23 eTAkñúgsmIkarkmμnþnimitþEdl)ankMNt;edaysmIkar 9-18 b¤ 9-19. ]TahrN_xag

eRkambgðajBIkarGnuvtþénsmIkarTaMgenH.




]TahrN_ 9-10³ kMNt;bMlas;TItamTisedkrbs;cMNuc C enAelIeRKagEdlbgðajenAkñúgrUbTI 9-
22a edayKitbBa©ÚlfamBlbMErbMrYlrageFobxagkñúgEdlbNþalBIkMlaMgtamG½kS nigkMlaMgkat;. yk
E = 200GPa / G = 80GPa / I = 235(10 6 )mm 4 ehIy A = 50(103 )mm 2 sMrab;Ggát;TaMgBIr. muxkat;
Deflection Using Energy Method                                                     T.Chhay   -309
Department of Civil Engineering                                                              NPIC



rbs;Ggát;manragctuekaN.




dMeNaHRsay³
enATIenH eyIgRtUvEtGnuvtþkMlaMgÉktþaedkRtg;cMNuc C . düaRkamGgÁesrIEdlcaM)ac;sMrab;bnÞúkBit nig
bnÞúknimitþRtUv)anbgðajenAkñúgrUbTI 9-22b nig 9-22c.
m:Um:g;Bt;³ famBlbMErbMrYlrageFobnimitþEdlbNþalBIm:Um:g;Bt;RtUv)anKNnaenAkñúg]TahrN_ 9-8.
vaRtUv)anbgðajdUcxageRkam³
PaBdabedayeRbIviFIfamBl                                                           T.Chhay   -310
mhaviTüal½ysMNg;sIuvil                                                               viTüasßanCatiBhubec©keTskm<úCa

                    L mMdx           1660.5kN 2 .m 3             1660.5kN 2 .m 3
          Ub = ∫
                   0     EI
                                 =
                                           EI
                                                     =
                                                       [ ( )            ][ ( )(           ) ]
                                                       200 10 6 kN / m 2 235 10 6 10 −12 m 4


                                                     = 0.0353kN .m = 35.3kN .mm

kMlaMgtamG½kS³ BITinñn½yenAkñúgrUbTI 9-22b nig 9-22c eyIgman
                       nNL
          Ua = ∑
                        AE
                         1.25kN (112.5kN )(3m )                         1kN (0 )(2.4m )
               =
                   [50(10 )(10 )m ][80(10 )kN / m ] [50(10 )(10 )m ][80(10 )kN / m ]
                          3      −6      2      6        2
                                                             +      3    −6   2       6           2


               = 0.000105kN .m = 0.105kN .mm

kMlaMgkat;³ edayGnuvtþsmIkar 9-21 CamYynwg K = 1.2 sMrab;muxkat;ctuekaN nigedayeRbIGnuKmn_
kMlaMgkat;EdlbgðajenAkñúgrUbTI 9-22b nig 9-22c eyIg)an
                L ⎛ vV ⎞
          Us = ∫ K⎜       ⎟dx
                0    ⎝ GA ⎠
                 31.2(1)(180 − 60 x1 )dx1    2.4 1.2(− 1.25)(− 112.5)dx2
             =∫                           +∫
                0           GA              0              GA
                                    2
                            729kN .m
             =
                   [ ( )                 ][ ( )( ) ]
                80 10 6 kN / m 2 50 103 10 − 6 m 2
                                                      = 0.000182kN .mm = 0.182kN .mm


edayGnuvtþsmIkarkmμnþnimitþ eyIg)an
          1kN ⋅ Δ C h = 35.3kN .mm + 0.105kN .mm + 0.182kN .mm

                   Δ C h = 35.59mm

T§iBlénkMlaMgkat; nigkMlaMgtamG½kSeFVIeGaybMlas;TIekIneLIgRtwmEt 0.8% b:ueNÑaH ebIeRbobeFob
nwgbMlas;TIEdlbNþalBIm:Um:g;Bt;;.

]TahrN_ 9-11³ FñwmEdlbgðajenAkñúgrUbTI 9-23a RtUv)aneRbIenAkñúgGKarEdlrgnUvkMedAxusKñaBIr.
RbsinebIsItuNðPaBenAépÞxagelIrbs;FñwmKW 25o C ehIysItuNðPaBenAépÞxageRkamKW 70o C cUrkMNt;
PaBdabtamTisbBaÄrrbs;FñwmenARtg;cMNuckNþalFñwmEdlbNþalBIbMErbMrYlsItuNðPaB. yk α =
11.7( −6 )/ o C .
    10

dMeNaHRsay³
edaysareKRtUvkarkMNt;PaBdabenAkNþalElVgrbs;Fñwm eKRtUvdak;bnÞúknimitþÉktþaenATIenaH ehIyeK
RtUvKNnam:Um:g;Bt;nimitþenAkñúgFñwm ¬rUbTI 9-23b¦.
Deflection Using Energy Method                                                                T.Chhay   -311
Department of Civil Engineering                                                                 NPIC




        sItuNðPaBmFümenAcMNuckNþalrbs;muxkat;FñwmKW (70o C + 25o C )/ 2 = 47.5o C . sMrab;kar
GnuvtþsmIkar 9-23, ΔTm = 47.5o C − 25o C = 22.5o C . ehIy C = 250mm / 2 = 125mm . eday
GnuvtþeKalkarN_kmμnþnimitþ eyIg)an
                            L mαΔTm dx
          1N ⋅ Δ C v = ∫
                            0      c
                                     ⎛1 ⎞
                             1500 mm ⎝ 2 ⎠
                                           ( )   −6 o
                                                      (      )
                                     ⎜ x ⎟11.7 10 / C ⋅ 22.5 C
                                                            o

                        = 2∫                                   dx
                            0                   125mm
                Δ C v = 2.37 mm

lT§plbgðajfavaCaPaBdabEdlGacecal)an.

(>&> RTwsþIbTrbs;kasÞIKøIy:aNU (Castigliano’s theorem)
         enAqñaM 1879 Gal;Eb‘tU kasÞIKøIy:aNU visVkrpøÚvrfePøIgsBaØatiGIutalI)ane)aHBum<pSayesovePA
mYyk,alEdlENnaMBIviFIsMrab;kMNt;PaBdab b¤mMurgVilenARtg;cMNucmYyenAkñúgrcnasm<½n§EdlGacCa
truss, Fñwm b¤k¾eRKag. viFIenH ¬EdleKeGayeQμaHfaRTwsþITIBIrrbs;kasÞIKøIy:aNU b¤viFIkmμnþGb,brma¦

eRbI)ancMeBaHEtrcnasm<½n§EdlmansItuNðPaBefr TMrEdlminyal (unyielding support) nigeFVIBI
sMPar³eGLasÞiclIenEG‘r. RbsinebIeKRtUvkarkMNt;bMlas;TI RTwsþIeBalfabMlas;TIesμInwgedrIev eday
EpñkelIkTImYyénfamBlbMErbMrYlrageFobenAkñúgeRKOgbgÁúMtamkMlaMgEdlmanGMeBIenARtg;cMNucenaH
nigkñúgTisrbs;bMlas;TI. tamrebobdUcKña mMurgVilenARtg;cMNucmYyenAkñúgeRKOgbgÁúMesμInwgedrIev eday
EpñkelIkTImYyénfamBlbMErbMrYlrageFobenAkñúgeRKOgbgÁúMtamm:Um:g;EdlmanGMeBIenARtg;cMNucenaH nig
kñúgTisrbs;mMurgVil.
PaBdabedayeRbIviFIfamBl                                                              T.Chhay   -312
mhaviTüal½ysMNg;sIuvil                                                                  viTüasßanCatiBhubec©keTskm<úCa

     edIm,ITTYl)anRTwsþITIBIrrbs;kasÞIKøIy:aNU eKRtUvBicarNaGgÁFatu ¬rcnasm<½n§¦EdlmanragTUeTA
NamYyEdlrg n es‘rIénkMlaMg P1 / P2 ..., Pn . edaysarkmμnþxageRkAeFVIedaykMlaMgTaMgenHesμInwg
famBlbMErbMrYlragxagkñúgEdlrkSaTukenAkñúgGgÁFatu eyIgGacsresr
                   Ui = Ue
kmμnþxageRkACaGnuKmn_énbnÞúkxageRkA ¬U e = ∑ ∫ Pdx ¦. dUcenH
                    U i = U e = f (P , P2 ,..., Pn )
                                    1

LÚv RbsinebIkMlaMg Pi mYyénkMlaMgxagelIekIneLIgedaybrimaNDIegr:g;Esül dPi kmμnþxagkñúgk¾
ekIneLIg ehIyfamBlbMErbMrYlrageFobfμIkøayCa
                                         ∂U i
                    U i + dU i = U i +        dPi                                                        (9-24)
                                         ∂Pi
b:uEnþ tMélenHminGaRs½yeTAnwglMdab;énkarGnuvtþ n kMlaMgeTAelIGgÁFatueT. ]TahrN_ RbsinebIeyIg
GnuvtþCadMbUgnUv dPi eTAelIGgÁFatu bnÞab;mkvanwgeFVIeGayGgÁFatumanbMlas;TIedaybrimaNDIepr:g;-
Esül dΔi eTAtamTisedArbs; dPi . tamsmIkar 9-3 ¬U c = PΔ / 2 ¦ ehIykMeNInrbs;famBlbMEr
bMrYlrageFobKW 12 dPi dΔ i . b:uEnþ brimaNenHCaDIepr:g;EsüldWeRkTIBIr dUcenHeyIgGacecalva)an. kar
GnuvtþbnþénbnÞúk P1, P2 , ..., Pn EdleFVIeGayGgÁFatupøas;TI Δ1, Δ 2 , ..., Δ n begáIt)anCafamBl
bMErbMrYlrageFob.
                   U i + dU i = U i + dPi Δ i                                                            (9-25)

enATIenH EdldUcBIelIkmun U i CafamBlbMErbMrYlrageFobxagkñúgGgÁFatuEdlbgáeLIgedaybnÞúk P1,
 P2 , ..., Pn nig dU i = dPi Δ i CafamBlbMErbMrYlrageFobbEnßmEdlbgáeday dPi ¬smIkar 9-4/ U e =

 PΔ' ¦.

          Casegçb smIkar 9-24 CafamBlbMErbMrYlrageFobenAkñúgGgÁFatuEdlkMNt;CadMbUgedayGnuvtþ
 P , P2 , ..., Pn bnÞab;mk dPi ehIysmIkar 9-25 CafamBlbMErbMrYlrageFobEdlkMNt;CadMbUgeday
  1

Gnuvtþ dPi bnÞab;mk P1, P2 , ..., Pn . edaysarsmIkarTaMgBIrenHRtUvEtesμIKña eyIgtMrUveGay
                           ∂U i
                    Δi =                                                                                 (9-26)
                           ∂Pi
bMlas;TI Δ i eTAtamTIrbs; Pi esμInwgedrIevedayEpñkelIkTImYyénfamBlbMErbMrYlrageFobtam Pi .                    *



*
  RTwsþITImYyrbs;køasÞIKøIy:aNUmanlkçN³RsedogeTAnwgRTwsþITIBIrrbs;Kat;Edr EtP¢ab;TMnak;TMngrvagkMlaMg P eTAnwgedrIev
                                                                                                     i


edayEpñkénfamBlbMErbMrYlrageFobtambMlas;TIEdlRtUvKña eBalKW P = ∂U / ∂Δ . karedaHRsaymanlkçN³RsedogKña
                                                                  i      i    i

Deflection Using Energy Method                                                                   T.Chhay   -313
Department of Civil Engineering                                                                                  NPIC



          eKRtUvcMNaMfasmIkar 9-26 CaBMenalGMBIPaBRtUvKñaénrcnasm<½n§ (structure’s compatibility).
ehIykareFVIedrIevxagelITamTareGayBicarNaEtkarrkSakMlaMg (conservative force) sMrab;karviPaK.
kMlaMgTaMgenHeFVIkmμnþedayminGaRs½yeTAnwgKnøg dUcenHvamin)aneFVIeGay)at;bg;famBleT. eday
sareKeGaykMlaMgmanGMeBIEtkñúglkçxNÐeGLasÞiclIenEG‘r dUcenHRTwsþIenHGnuvtþcMeBaHEtsMPar³Edl
eFVIkarkñúgtMbn;eGLasÞiclIenEG‘rb:ueNÑaH. vamindUcnwgviFIkMlaMgnimitþEdl)anerobrab;enAkñúgkfaxNÐ
elIkmun EdlGacGnuvtþeTAelIkareFVIkarCalkçN³eGLasÞic nigmineGLasÞic (inelastic).

(>*> RTwsþIbTrbs;kasÞIKøIy:aNUsMrab; trusses (Castigliano’s theorem for trusses)
       famBlbMErbMrYlrageFobsMrab;Ggát;rbs; truss RtUv)aneGayedaysmIkar 9-9/U i = N 2 L / 2 AE
edayCMnYssmIkarenHeTAkñúgsmIkar 9-26 niglubecalsnÞsS i eyIg)an
                         ∂   N 2L
                     Δ=    ∑
                        ∂P 2 AE
CaTUeTA vamanlkçN³gayRsYlCagkñúgkareFVIDIepr:g;EsülmunkareFVIplbUk. enAkñúgkrNITUeTA L / A
nig E CacMnYnefrsMrab;Ggát;EdleGay dUcenHeyIgGacsresr
                            ⎛ ∂N ⎞ L
                     Δ = ∑ N⎜    ⎟                                                                     (9-27)
                            ⎝ ∂P ⎠ AE
Edl        bMlas;TIéntMNrbs; truss.
           Δ=

       P = kMlaMgxageRkAEdlGnuvtþeTAelItMN truss tamTisedArbs; Δ .

       N = kMlaMgxagkñúgrbs;Ggát;EdlbNþalBIkMlaMg P nigbnÞúkenAelI truss.

       L = RbEvgrbs;Ggát;.

       A = RkLaépÞmuxkat;rbs;Ggát;.

       E = m:UDuleGLasÞicrbs;Ggát;.

smIkarenHRsedogeTAnwgsmIkarEdleRbIsMrab;viFIkmμnþnimitþ ¬smIkar 9-15, 1⋅ Δ = ∑ nNL / AE ¦
Edl n RtUv)anCMnYseday ∂N / ∂P . cMNaMfa edIm,IkMNt;edrIevedayEpñk eKcaM)ac;RtUvcat;Tuk P dUcCa
Gefr ehIyelIsBIenH eKRtUvsresrkMlaMgkñúgGgát; N nImYy²CaGnuKmn_eTAnwgkMlaMg P . CalT§pl
karKNna ∂N / ∂P TamTarnUvkarKNnaeRcInCagkarKNnakMlaMg n nImYy²edaypÞal;. tYTaMgenHman

eTAnwgGVIEdleGaykñúgkfaxNÐ 9-7 nigdUceTAnwgviFIbMlas;TInimitþ. RTwsþIkasÞIKøIy:aNUGnuvtþ)ancMeBaHsMPar³eGLasÞic nigmin
eGLasÞic. mü:ageTot viFIenHbgðajBItMrUvkarlMnwgsMrab;eRKOgbgÁúM ehIyedaysarvamankMritkñúgkareRbIR)as;kñúgkarviPaKeRKOg
bgÁúM vaminRtUv)anelIkykmkniyayenAkñúgesovePAenHeT.
PaBdabedayeRbIviFIfamBl                                                                               T.Chhay   -314
mhaviTüal½ysMNg;sIuvil                                                     viTüasßanCatiBhubec©keTskm<úCa

lkçN³dUcKña edaysar n b¤ ∂N / ∂P CabMErbMrYlénkMlaMgkñúgGgát;tambnÞúk P b¤bMErbMrYlenAkñúgkMlaMg
Ggát;kñúgelIbnÞúkÉktþa.

dMeNIrkarkñúgkarviPaK (Procedure for analysis)
         eKGaceRbICMhanxageRkamedIm,IkMNt;bMlas;TIrbs;tMN truss edayeRbIRTwsþIkasÞIKøIy:aNU.
kMlaMgxageRkA P
         dak;kMlaMg P enAelI truss enARtg;tMNEdleKcg;kMNt;bMlas;TI. eKsnμt;eGaykMlaMgenHman
         TMhMERbRbYl ehIymanTistamExSskmμrbs;bMlas;TI.
kMlaMgkñúg N
         kMNt;kMlaMg N enAkñúgGgát;nImYy²EdlbNþalBIbnÞúkBit nigkMlaMgERbRbYl P . snμt;kMlaMg
         TajviC¢man nigkMlaMgsgát;GviC¢man.
         KNnaedrIevedayEpñkén ∂N / ∂P sMrab;Ggát;nImYy².
         eRkayeBlkMNt; N nig ∂N / ∂P rYcehIy dak;tMéleGaykMlaMg P CatMélénkMlaMgBit Rbsin
         ebIvaCMnYskMlaMgBitEdlmanGMeBIenAelI truss. ebImindUcenaHeT yk P esμInwgsUnü.
RTwsþIkasÞIKøIy:aNU
         GnuvtþRTwsþIkasÞIKøIy:aNUedIm,IkMNt;bMlas;TI Δ Edlcg;)an. eKcaM)ac;RtUvrkSasBaØaBiCKNit
         sMrab;tMélRtUvKñaén N nig ∂N / ∂P enAeBlCMnYstYTaMgenHeTAkñúgsmIkar.
         RbsinebI ∑ N (∂N / ∂P )L / AE viC¢man Δ manTisedAdUcnwg P . RbsinebIlT§plmantMél
         GviC¢man Δ manTispÞúyeTAnwgkMlaMg P .

]TahrN_ 9-12³ kMNt;bMlas;TItamTisQrrbs;tMN C rbs; truss EdlbgðajenAkñúgrUbTI 9-24a.
RkLaépÞmuxkat;rbs;Ggát;nImYy²KW A = 400mm2 nig E = 200GPa .
dMeNaHRsay³
kMlaMgxageRkA P³ eKdak;kMlaMgbBaÄr P eTAelI truss enARtg;tMN C edaysarvaCacMNucEdleyIgRtUv
karkMNt;bMlas;TIbBaÄr ¬rUbTI 9-24b¦.


Deflection Using Energy Method                                                      T.Chhay   -315
Department of Civil Engineering                                                                           NPIC




kMlaMgkñúg N³ kMNt;kMlaMgRbtikmμenARtg;TMr truss A nig B ehIylT§plrbs;vaRtUv)anbgðajenAkñúg
rUbTI 9-24b. eKGackMNt;kMlaMg N edayeRbIviFItMN ¬rUbTI 9-24c¦*. sMrab;PaBgayRsYl
lT§plTaMgenH CamYynwgedrIevedayEpñkén ∂N / ∂P RtUv)anerobCataragdUcxageRkam³




edaysareKminman P dUckMlaMgBitenAelI truss eyIgyk P = 0 enAkñúgtaragxagelI.
RTwsþIkasÞIKøIy:aNU³ edayGnuvtþsmIkar 9-27 eyIg)an
                                ⎛ ∂N ⎞ L    10.67kN .m
                     Δ Cv = ∑ N ⎜    ⎟    =
                                ⎝ ∂P ⎠ AE       AE
edayCMnYs A = 400mm2 = 400(10−6 )m 2 / E = 200GPa = 200(109 )Pa nwgbMEbgxñatrbs; N BI kN
eTA N enaHeyIg)an
                            10.67( 9 )N .m
                                  10
                     400(10 )m (200( 9 )N / m 2 )
              ΔC =       v −6   2
                                                   = 0.000133m = 0.133mm
                                      10
dMeNaHRsayenHdUcKñanwgdMeNaHRsayedayviFIkmμnþnimitþén]TahrN_ 9-2.

*
  vamanlkçN³gayRsYlCagkñúgkarviPaK truss EtCamYynwgkMlaMg 4kN EdlmanGMeBIelIva bnÞab;mkviPaK truss CamYynwg
kMlaMg P elIva. eKGacbUkbBa¢ÚllT§plTaMgBIredIm,ITTYl)ankMlaMg N.
PaBdabedayeRbIviFIfamBl                                                                        T.Chhay   -316
mhaviTüal½ysMNg;sIuvil                                                                     viTüasßanCatiBhubec©keTskm<úCa


]TahrN_ 9-13³ kMNt;bMlas;TItamTisedkrbs;tMN D rbs; truss EdlbgðajenAkñúgrUbTI 9-25a.
yk E = 200GPa . RkLaépÞmuxkat;rbs;Ggát;nImYy²RtUv)anbgðajenAkñúgrUb.




dMeNaHRsay³
kMlaMgxageRkA P³ edaysareKRtUvkarkMNt;bMlas;TItamTisedkrbs; D eKRtUvdak;kMlaMgGefr P enA
Rtg;tMN D ¬rUbTI 9-25b¦.
kMlaMgkñúg N³ kMNt;kMlaMg N enAkñúgGgát; edayeRbIviFItMN*. lT§plRtUvbgðajenAkñúgrUbTI 9-25b.
edayerobcMTinñn½yenAkñúgtarag eyIg)an³




RTwsþIkasÞIKøIy:aNU³ edayGnuvtþsmIkar 9-27 eyIg)an
                     ⎛ ∂N ⎞ L
          Δ Cv = ∑ N ⎜    ⎟
                     ⎝ ∂P ⎠ AE
                                          468.75kN .m                                  202.5kN .m
                = 0+0+0+
                                     ( ) [ ( )
                                 385 10 − 6 m 2 200 10 6 kN / m 2   ]   +
                                                                                  ( ) [ ( )
                                                                            577.5 10 − 6 m 2 200 10 6 kN / m 2       ]
                = 0.00784m = 7.84mm




*
  dUcenAkñúg]TahrN_elIkmun eKGacGnuvtþkarviPaK truss CamYynwgkMlaMg 45kN nigkMlaMg P dac;edayELkBIKña ehIyeFVIkar
bUklT§plrbs;vabBa©ÚlKña.
Deflection Using Energy Method                                                                      T.Chhay   -317
Department of Civil Engineering                                                           NPIC



]TahrN_ 9-14³ kMNt;bMlas;TItamTisQrrbs;tMN C rbs; truss EdlbgðajenAkñúgrUbTI 9-26a.
snμt;fa A = 300mm2 / E = 200GPa .




dMeNaHRsay³
kMlaMgxageRkA P³ kMlaMg 20kN enARtg;cMNuc C RtUv)anCMnYsedaykMlaMgGefr P enARtg;tMN C
¬rUbTI 9-26b¦.
kMlaMgkñúg N³ kMNt;kMlaMg N enAkñúgGgát; edayeRbIviFItMN. lT§plRtUv)ansegçbenAkñúgrUbTI 9-26b.
Tinñn½yEdlRtUvkarRtUv)anerobcMenAkñúgtarag eyIg)an³




RTwsþIkasÞIKøIy:aNU³ edayCMnYsTinñn½yeTAkñúgsmIkar 9-27 eyIg)an
                      ⎛ ∂N ⎞ L    369.7kN .m
           Δ Cv = ∑ N ⎜    ⎟    =
                      ⎝ ∂P ⎠ AE       EA
edaybMEbkxñatrbs;RbEvgGgát;eTACamIlIEm:Rt nigedayCMnYstMélCaelxsMrab; AE eyIg)an
                         369.7 kN .m(1000mm / m)
           Δ Cv =
                    [300(10 )m ][200(10 )kN / m ] = 6.16mm
                              −6   2     6         2


eyIgKYrcMNaMfa lT§plenHmanlkçN³RsedogKñanwglT§plenAkñúg]TahrN_ 9-1 EdleRbIviFIkmμnþ
nimitþ.

PaBdabedayeRbIviFIfamBl                                                        T.Chhay   -318
mhaviTüal½ysMNg;sIuvil                                                   viTüasßanCatiBhubec©keTskm<úCa


(>(> RTwsþIbTrbs;kasÞIKøIy:aNUsMrab;Fñwm nigeRKag
      (Castigliano’s theorem for beams and frames)
        famBlbMErbMrYlrageFobsMrab;Fñwm b¤eRKagEdlekItBIm:Um:g;Bt;RtUv)aneGayedaysmIkar 9-11
¬U i = ∫ M 2 dx / 2EI ¦. edayCMnYssmIkarenHeTAkñúgsmIkar 9-26 ¬ Δ i = ∂U i / ∂Pi ¦ nigedaylub
ecalsnÞsS i eyIg)an
                          ∂ L M 2 dx
                         ∂P ∫0 2 EI
                    Δ=


kareFVIDIepr:g;EsülmunkareFVIGaMgetRkalmanlkçN³gayRsYlCagkareFVIGaMgetRkaleTAelIkaerén
m:Um:g;Bt; M rYceTIbeFVIedrIevedayEpñktameRkay. kñúgkrNIEdl E nig i CatMélefr eyIg)an
                         L ⎛ ∂M       ⎞ dx
                    Δ = ∫ M⎜          ⎟                                                (9-28)
                         0 ⎝ ∂P       ⎠ EI

Edl       Δ=  bMlas;TIéncMNucEdlbNþaledaybnÞúkBitEdlmanGMeBIelIFñwm b¤eRKag.
          P = kMlaMgxageRkAEdlGnuvtþeTAelIFñwm b¤eRKagtamTisedArbs; Δ .

          M = m:Um:g;Bt;enAkñúgFñwm b¤eRKag EdlRtUv)ansresrCaGnuKmn_eTAnwg x nigedaysarkMlaMg P

               nigkMlaMgBitenAelIFñwm.
          E = mU:DuleGLasÞicrbs;Ggát;.

          I = m:Um:g;niclPaBénRkLaépÞmuxkat;EdlKNnaRtg;G½kSNWt.

         RbsinebIeKRtUvkarkMNt;mMurgVilenARtg;cMNucmYy eyIgRtUvrkedrIevedayEpñkénm:Um:g;Bt; M tam
m:Um:g;xageRkA M ' EdlmanGMeBIenARtg;cMNucenaH eBalKW
                           L     ⎛ ∂M ⎞ dx
                   θ = ∫ M⎜             ⎟                                              (9-29)
                          0      ⎝ ∂M ' ⎠ EI

        smIkarxagelImanlkçN³RsedogKñanwgsmIkarEdleRbIsMrab;viFIkmμnþnimitþ ¬smIkar 9-18 nig
9-19¦ elIkElgRtg;eKCMnYs m nig mθ eday ∂M / ∂P nig ∂M / ∂M ' erogKña. dUcenAkñúgkrNI truss,

CaTUeTAeKRtUvkarKNnaeRcInCagkareRbIviFIkmμnþbnþicedaytMrUveGayKNnaedrIevedayEpñk ehIyGnuvtþ
RTwsþIkasÞIKøIy:aNU. ehIyeKKYrcgcaMfa RTwsþIenHGnuvtþEteTAelIsMPar³EdlmanlkçN³eGLasÞic
lIenEG‘r. RbsinebIeKRtUvkarKitfamBlbMErbMrYlrageFobenAkñúgeRKOgbgÁúMEdlekItkMlaMgkñúgTaMgGs;
eKRtUvKitbBa©ÚlfamBlbMErbMrYlrageFobEdlbNþalBIkMlaMgkat; kMlaMgtamG½kS nigkMlaMgrmYl.
Deflection Using Energy Method                                                    T.Chhay   -319
Department of Civil Engineering                                                                  NPIC



karRsayrUbmnþsMrab;kMlaMgkat; nigkMlaMgrmYlmanlkçN³RsedognwgkarRsayrUbmnþénsmIkar 9-21
nig 9-22. famBlbMErbMrYlrageFob nigedrIevrbs;vaKW
                       L V 2 dx          ∂U s    L V ⎛ ∂V ⎞
          Us = K∫                             =∫     ⎜    ⎟dx
                       0   2 AG           ∂P    0 AG ⎝ ∂P ⎠

                    LT     2
                          dx             ∂U t    L T ⎛ ∂T ⎞
          Ut = ∫                              =∫     ⎜    ⎟dx
                   0   2 JG               ∂P    0 JG ⎝ ∂P ⎠

        b:uEnþT§iBlenHminRtUv)aneKrab;bBa©ÚleTAkñgkarviPaKenAkñúgemeronenHeT edaysarPaBdab
                                                  ú
rbs;Fñwm nigeRKagekIteLIgCacMbgedaysarfamBlbMErbMrYlragedaym:Um:g;Bt;. eKeRcInEtviPaKeRKag
EdlmanElVgFM b¤eRKagEdlmanragFrNImaRtminFmμtaedayeRbIkMuBüÚT½rCaCMnYy EdlT§iBlTaMgenH
RtUv)anKitbBa©ÚleTAkñúgkarviPaKCaeRsc.

dMeNIrkarkñúgkarviPaK (Procedure for analysis)
       eKGaceRbICMhanxageRkamedIm,IkMNt;bMlas;TI nig/b¤mMurgVilenARtg;cMNucmYyenAkñúgFñwm b¤
eRKagedayeRbIRTwsþIkasÞIKøIy:aNU.
kMlaMgxageRkA P b¤m:Um:g;xageRkA M’
          dak;kMlaMg P enAelIFñwm b¤eRKagenARtg;cMNuc nigtamTisedAénbMlas;TIEdlcg;)an.
          RbsinebIeKRtUvkarkMNt;mMurgVil eKRtUvdak;m:Um:g; M ' enARtg;cMNucenaH.
          eKRtUvsnμt;fa P nig M ' manTMhMERbRbYl.
m:Um:g;Bt; M
          begáItkUGredaen x smRsbmann½yenAkñúgtMbn;énFñwm b¤eRKagEdlminmanPaBminCab;énkMlaMg
          bnÞúkBRgay b¤m:Um:g;.
          KNnam:Um:g;Bt; M CaGnuKmn_én P b¤ M ' nigkUGredaen x nImYy². ehIy KNnaedrIeveday
          Epñkén ∂M / ∂P b¤ ∂M / ∂M ' sMrab;kUGredaen x nImYy².
          eRkayeBlkMNt; M nig ∂M / ∂P b¤ ∂M / ∂M ' rYcehIy dak;tMéleGaykMlaMg P b¤m:Um:g; M '
          CatMélénkMlaMgBit RbsinebIvaCMnYskMlaMg b¤m:Um:g;Bit. ebImindUcenaHeT yk P b¤ M ' esμInwg
          sUnü.
RTwsþIkasÞIKøIy:aNU
          GnuvtþsmIkar 9-28 b¤ 9-29 edIm,IkMNt;bMlas;TI Δ b¤mMurgVil θ Edlcg;)an. eKcaM)ac;RtUvrkSa
          sBaØaBiCKNitsMrab;tMélRtUvKñaén M nig ∂M / ∂P b¤ ∂M / ∂M ' .
PaBdabedayeRbIviFIfamBl                                                               T.Chhay   -320
mhaviTüal½ysMNg;sIuvil                                                                viTüasßanCatiBhubec©keTskm<úCa

         RbsinebIplbUkénGaMgetRkalkMNt;TaMgGs;mantMélviC¢man enaH Δ b¤ θ manTisedAdUcnwg P
         b¤ M ' .

]TahrN_ 9-15³ kMNt;bMlas;TIrbs;cMNuc B énFñwmEdlbgðajenAkñúgrUbTI 9-27a. yk E =
            /
200GPa I = 500 106 mm 4  ( ) .




dMeNaHRsay³
kMlaMgxageRkA P³ dak;kMlaMgbBaÄr P enAelIFñwmRtg;cMNuc B dUcbgðajenAkñúgrUbTI 9-27b.
m:Um:g;Bt; M³ sMrab;karedaHRsay]TahrN_enH eKRtUvkarkUGredaenH x EtmYy edaysarminmanPaB
minCab;énbnÞúkenAcenøaH A nig B . edayeRbIviFImuxkat; ¬rUbTI 9-27¦ eyIg)an³
                                              ⎛ x⎞
     +∑M = 0                     − M − (12 x )⎜ ⎟ − Px = 0
                                              ⎝2⎠
                                                                       ∂M
                                 M = −6 x 2 − Px                          = −x
                                                                       ∂P
edayyk P = 0 eyIg)an
                                                                       ∂M
                                 M = −6x 2                                = −x
                                                                       ∂P
RTwsþIkasÞIKøIy:aNU³ edayGnuvtþsmIkar 9-28 eyIg)an
                  L    ⎛ ∂M ⎞ dx   10 (− 6 x 2 )(− x )dx
         ΔB = M ⎜ ∫0        ⎟
                       ⎝ ∂P ⎠ EI
                                 =          ∫0        EI

                =
                       ( )
                  15 103 kN .m 3
                        EI

b¤                                  ( )    15 10 3 kN .m 3
                  200(10 )kN / m [500( )mm ](10
          ΔB =             6
                                     102          6        4   −12
                                                                     m 4 / mm 4   )
                = 0.150m = 150mm

Deflection Using Energy Method                                                                 T.Chhay   -321
Department of Civil Engineering                                                                  NPIC



eyIgKYrcMNaMfa lT§plenHmanlkçN³RsedogKñanwglT§plenAkñúg]TahrN_ 9-4 EdleRbIviFIkmμnþ
nimitþ.

]TahrN_ 9-16³ kMNt;mMurgVilenARtg;cMNuc B énFñwmEdlbgðajenAkñúgrUbTI 9-28a. yk E =
            /
200GPa I = 60 10 6 mm 4 ( )           .




dMeNaHRsay³
m:Um:g;xageRkA M’³ edaysareKRtUvkarkMNt;mMurgVilRtg;cMNuc B dUcenHeKRtUvdak;m:Um:g; M ' enAelIFñwm
enARtg;cMNucenaH ¬rUbTI 9-28b¦.
m:Um:g;Bt; M³ eKRtUveRbIkUGredaen x1 nig x2 edIm,IkMNt;m:Um:g;Bt;enAkñúgFñwmedaysarvamanPaBdab; M '
enARtg;cMNuc B . dUcbgðajenAkñúgrUbTI 9-28a/ x1 latsn§wgBI A eTA B nig x2 latsn§wgBI B eTA C .
edayeRbIviFImuxkat; ¬rUbTI 9-28c¦ eK)anm:Um:g;Bt; nigedrIevedayEpñkrbs;vadUcxageRkam.
sMrab; x1 ³
   +∑M = 0                        M 1 + 3 x1 = 0

                                  M 1 = −3x1
                                  ∂M 1
                                       =0
                                  ∂M '
sMrab; x2 ³
   +∑M = 0                        M 2 − M '+3(5 + x2 ) = 0

                                  M 2 = M '−3(5 + x2 )
                                  ∂M 2
                                       =1
                                  ∂M '
RTwsþIkasÞIKøIy:aNU³ edayeGay M ' = 0 nigedayGnuvtþsmIkar 9-29 eyIg)an
PaBdabedayeRbIviFIfamBl                                                               T.Chhay   -322
mhaviTüal½ysMNg;sIuvil                                                                     viTüasßanCatiBhubec©keTskm<úCa

                   L⎛ ∂M ⎞ dx      5 (− 3 x1 )(0 )dx1    5 − 3(5 + x2 )(1)dx2
          θB = ∫ M ⎜       ⎟    =∫                    +∫
                  0 ⎝ ∂M ' ⎠ EI    0       EI           0         EI
                 112.5kN .m 2
             =−
                       EI
                                − 112.5kN .m 2
b¤        θB =
                       ( )              [ ( ) ](
               200 10 6 kN / m 2 60 10 6 mm 4 10 −12 m 4 / mm 4             )
                = −0.00938rad
sBaØadkbgðajfa θ B manTisedApÞuúyeTAnwgTisedArbs;m:Um:g; M ' . eyIgKYrcMNaMfa lT§plenHman
lkçN³RsedogKñanwglT§plenAkñúg]TahrN_ 9-6 EdleRbIviFIkmμnþnimitþ.

]TahrN_ 9-17³ kMNt;bMlas;TIbBaÄréncMNuc C rbs;FñwmEdlbgðajenAkñúgrUbTI 9-29a. yk E =
            /
200GPa I = 150 106 mm 4  ( ) .




dMeNaHRsay³
kMlaMgxageRkA P³ dak;kMlaMgbBaÄr P enAelIFñwmRtg;cMNuc C ¬rUbTI 9-29b¦. eyIgnwgeGaykMlaMg
 P enHesμInwgkMlaMgxageRkA 20kN enAeBleRkay.

m:Um:g;Bt; M³ enAkñúgkrNIenH eKRtUvkarkUGredaen x cMnYnBIrsMrab;kareFVIGaMgetRkal ¬rUbTI 9-29b¦
edaysarbnÞúkmanlkçN³minCab;enARtg;cMNuc C . edayeRbIviFImuxkat; ¬rUbTI 9-29c¦ eyIg)an³
sMrab; x1
                                                          ⎛x ⎞
     +∑M = 0                     − (24 + 0.5 P )x1 + 8 x1 ⎜ 1 ⎟ + M 1 = 0
                                                          ⎝2⎠
                                                                                ∂M 1
                                 M 1 = (24 + 0.5 P )x1 − 4 x1
                                                            2
                                                                                     = 0.5 x1
                                                                                 ∂P
sMrab; x2
Deflection Using Energy Method                                                                      T.Chhay   -323
Department of Civil Engineering                                                                       NPIC



     +∑M = 0                      − M 2 + (8 + 0.5 P )x2 = 0
                                                                    ∂M 2
                                  M 2 = (8 + 0.5 P )x2                   = 0.5 x2
                                                                     ∂P
RTwsþIkasÞIKøIy:aNU³ edayyk P = 20kN nigedayGnuvtþsmIkar 9-28 eyIg)an
                   L   ⎛ ∂M ⎞ dx   4 (34 x1 − 4 x1 )(0.5 x1 )dx1
                                                 2                 4(18 x2 )(0.5 x2 )dx2
         ΔC = M ⎜
               v     ∫0     ⎟    =
                          ⎝ ∂P ⎠ EI
                                      ∫0           EI          ∫0+
                                                                             EI
                     234.7kN .m 3 192kN .m 3 426.7kN .m 3
                   =              +            =
                          EI            EI            EI
                                                  3
b¤         Δ Cv    =
                          ( )
                                      426.7 kN .m
                                           [ ( ) ](
                     200 10 kN / m 150 10 6 mm 4 10 −12 m 4 / mm 4
                            6       2
                                                                     )
                   = 0.0142m = 14.2mm


]TahrN_ 9-18³ kMNt;mMurgVilenARtg;cMNuc C rbs;eRKagEdlmanGgát;BIrEdlbgðajenAkñúgrUbTI 9-
30a. TMr A CaTMrbgáb;. yk E = 200GPa / I = 235(106 )mm4 .




dMeNaHRsay³
m:Um:g;xageRkA M’³ eKdak;m:Um:g;Gefr M ' eTAelIeRKagenARtg;cMNuc C edaysarRtUvkarkMNt;mMurgVil
Rtg;cMNucenH ¬rUbTI 9-30b¦. eyIgnwgeGaym:Um:g; M ' enHesμIsUnüenAeBleRkay.
m:Um:g;Bt; M³ edaysarPaBminCab;rbs;bnÞúkxagkñúgenARtg;cMNuc B eKRtUveRbIkUGredaen x1 nig x2 dUc
bgðajenAkñúgrUbTI 9-30b. edayeRbIviFImuxkat; ¬rUbTI 9-30c¦ eyIg)an
PaBdabedayeRbIviFIfamBl                                                                    T.Chhay   -324
mhaviTüal½ysMNg;sIuvil                                                                viTüasßanCatiBhubec©keTskm<úCa

sMrab; x1 ³
                                               ⎛x ⎞
     +∑M = 0                     − M 1 − 30 x1 ⎜ 1 ⎟ − M ' = 0
                                               ⎝2⎠
                                         (
                                 M 1 = − 15 x1 + M '
                                             2
                                                       )
                                 ∂M 1
                                      = −1
                                 ∂M '
sMrab; x2 ³
     +∑M = 0                               (                          )
                                 − M 2 − 108 x2 cos 60 o + 1.8 − M ' = 0

                                 M2  = −108(x    2 cos 60
                                                            o
                                                                + 1 .8 ) − M '
                                 ∂M 2
                                      = −1
                                 ∂M '
RTwsþIkasÞIKøIy:aNU³ edayeGay M ' = 0 nigedayGnuvtþsmIkar 9-29 eyIg)an
                  L   ⎛ ∂M ⎞ dx    3.6 (− 15 x1 )(− 1)dx1
                                              2             3 − 108(x2 cos 60 o + 1.8)(− 1)dx2
        θC = M ⎜ ∫0        ⎟
                    ⎝ ∂M ' ⎠ EI
                                =
                                    0        ∫EI       0
                                                          +                ∫         EI
               233.28kN .m 2 826.2kN .m 2 1059.48kN .m 2
             =                +                =
                     EI                EI          EI
                                               2
b¤        θC =
                      ( )
                                  1059.48kN .m
                                        [ ( ) ](
               200 10 kN / m 235 10 6 mm 4 10 −12 m 4 / mm 4
                      6         2
                                                             =
                                                                                 )
               = 0.00225rad




Deflection Using Energy Method                                                                 T.Chhay   -325
Department of Civil Engineering                                                                NPIC



                                               cMeNaT
(>!> eRbIviFIkmμnþnimitþedIm,IkMNt;bMlas;TIbBaÄr    (>^> edaHRsaycMeNaT (>%> edayeRbIRTwsþIkasÞI
éntMN B rbs; truss. Ggát;EdknImYy²manRk-            KøIy:aNU.
LaépÞmuxkat; 300mm2 / E = 200GPa .                  (>&> kMNt;bMlas;TIbBaÄrrbs;tMN C én truss
                                                    kñúgcMeNaT (>%>. Ggát;nImYy²manRkLaépÞmux
                                                    kat; 400mm2 / E = 200GPa . eRbIviFIkmμnþ
                                                    nimitþ.
                                                    (>*> edaHRsaycMeNaT (>&> edayeRbIRTwsþIkasÞI
                                                    KøIy:aNU.
                                                    (>(> kMNt;bMlas;TIbBaÄrrbs; truss Rtg;tMN
                                                    F . snμt;RKb;Ggát;TaMgGs;tP¢ab;KñaedaytMN
(>@> edaHRsaycMeNaT (>!> edayeRbIRTwsþIkasÞIKøI
y:aNU.                                              snøak;. yk A = 300mm2 / E = 200GPa
(>#> eRbIviFIkmμnþnimitþedIm,IkMNt;bMlas;TItamTis   sMrab;Ggát;nImYy². eRbIviFIkmμnþ nimitþ.
edkrbs;tMN B én truss kñúgcMeNaT (>!>. Ggát;
EdknImYy²manRkLaépÞmuxkat; 300mm2 / E =
 200GPa .

(>$> edaHRsaycMeNaT (>#> edayeRbIRTwsþIkasÞI
KøIy:aNU.
(>%> kMNt;bMlas;TItamTisedkrbs;tMN B én
truss. Ggát;nImYy²manRkLaépÞmuxkat;                 (>!0> edaHRsaycMeNaT (>(> edayeRbIRTwsþIkasÞI
 400mm 2 / E = 200GPa . eRbIviFIkmμnþnimitþ.        KøIy:aNU.
                                                    (>!!> kMNt;bMlas;TIbBaÄrrbs; truss enAkñúg
                                                    cMeNaT (>!0> Rtg;tMN B . snμt;RKb;Ggát;TaMg
                                                    Gs; tP¢ab;KñaedaytMNsnøak;. yk
                                                    A = 300mm 2 / E = 200GPa sMrab;Ggát;

                                                    nImYy². eRbIviFIkmμnþnimitþ.


cMeNaT                                                                              T.Chhay   -326
mhaviTüal½ysMNg;sIuvil                                                  viTüasßanCatiBhubec©keTskm<úCa

(>!@> edaHRsaycMeNaT (>!!> edayeRbIRTwsþIka       (>!^. Ggát;Edk A − 36 nImYy²manRkLaépÞ
sÞIKøIy:aNU.                                      muxkat; 400mm2 / E = 200GPa .
(>!#> kMNt;bMlas;TIbBaÄrrbs;éntMN A . snμt;       (>!*> kMNt;bMlas;TItamTisQrrbs;tMN B .
RKb;Ggát;TaMgGs;tP¢ab;KñaedaytMNsnøak;. yk        RkLaépÞmuxkat;rbs;Ggát;nImYy²RtUv)ankMNt;
 A = 100mm 2 / E = 200GPa sMrab;Ggát;             enAkñúgrUb. snμt;Ggát;nImYy²RtUv)antP¢ab;eday
nImYy². eRbIviFIkmμnþnimitþ.                      tMNsnøak;. yk E = 200GPa . eRbIviFIkmμnþ
                                                  nimitþ.




(>!$> edaHRsaycMeNaT (>!#> edayeRbIRTwsþIka
sÞIKøIy:aNU.                                      (>!(> edaHRsaycMeNaT (>!*> edayeRbIRTwsþIka
(>!%> eRbIviFIkmμnþnimitþedIm,IkMNt;bMlas;TItam   sÞIKøIy:aNU.
Tisedkrbs;tMN C . Ggát;EdknImYy²man               (>@0> kMNt;bMlas;TItamTisQrrbs;tMN E .
RkLaépÞmuxkat; 400mm2 / E = 200GPa .              Ggát;nImYy²manRkLaépÞmuxkat; 2700mm2 /
                                                  E = 200GPa . eRbIviFIkmμnþnimitþ.




                                                (>@!> edaHRsaycMeNaT (>@0> edayeRbIRTwsþIka
(>!^> edaHRsaycMeNaT (>!%> edayeRbIRTwsþIka sÞIKøIy:aNU.
sÞIKøIy:aNU.                                    (>@@> eRbIviFIkmμnþnimitþedIm,IkMNt;bMlas;TItam
(>!&> eRbIviFIkmμnþnimitþedIm,IkMNt;bMlas;TItam TisQrrbs;tMN A . Ggát;EdknImYy²man
TisQrrbs;tMN D én truss enAkñúgcMeNaT RkLaépÞmuxkat; 1800mm2 / E = 200GPa .

Problems                                                                         T.Chhay   -327
Department of Civil Engineering                                                               NPIC




(>@#> edaHRsaycMeNaT (>@@> edayeRbIRTwsþIka       (>@(> dkbnÞúkBI truss enAkñúgcMeNaT(>@^ ehIy
sÞIKøIy:aNU.                                      kMNt;bMlas;TItamTisQrrbs;tMN A RbsinebI
(>@$> eRbIviFIkmμnþnimitþedIm,IkMNt;bMlas;TItam   eKplitGgát; AE manRbEvgxøICagGgát;edIm
TisQrrbs;tMN B én truss enAkñúgcMeNaT (>@@.       12mm .

Ggát;EdknImYy²manRkLaépÞmuxkat; 1800mm2 /         (>#0> eRbIviFIkmμnþnimitþedIm,IkMNt;bMlas;TItam
E = 200GPa .                                      TisQrrbs;tMN C . yk E = 200GPa . Ggát;
(>@%> edaHRsaycMeNaT (>@$> edayeRbIRTwsþIka       EdknImYy²manRkLaépÞmuxkat; 1500mm2 .
sÞIKøIy:aNU.
(>@^> kMNt;bMlas;TItamTisQrrbs;tMN A .
snμt;faGgát;nImYy²RtUv)antP¢ab;Kñaedaysnøak;.
yk A = 1200mm2 nig E = 200GPa sMrab;
Ggát;nImYy². eRbIviFIkmμnþnimitþ.                 (>#!> edaHRsaycMeNaT (>#0> edayeRbIRTwsþIka
                                                  sÞIKøIy:aNU.
                                                  (>#@> kMNt;bMlas;TItamTisQrrbs;tMN B .
                                                  sMrab;Ggát;nImYy² A = 900mm2 / E = 200GPa .
                                                  eRbIviFIkmμnþnimitþ.

(>@&> edaHRsaycMeNaT (>@^> edayeRbIRTwsþIka
sÞIKøIy:aNU.
(>@*> dkbnÞúkBI truss enAkñúgcMeNaT (>@^
ehIykMNt;bMlas;TItamTisQrrbs;tMN A .
RbsinebIGgát; AB nig BC rgnUvkMeNIn (>##> edaHRsaycMeNaT (>#@> edayeRbIRTwsþIka
sItuNðPaB ΔT = 110o C . yk A = 1200mm2 sÞIKøIy:aNU.
nig E = 200GPa . ehIy α = 12.0(10−6 )/ o C .
cMeNaT                                                                             T.Chhay   -328
mhaviTüal½ysMNg;sIuvil                                              viTüasßanCatiBhubec©keTskm<úCa

(>#$> kMNt;bMlas;TItamTisQrrbs;tMN E én       (>#(> edaHRsaycMeNaT (>#*> edayeRbIRTwsþIka
truss enAkñúgcMeNaT (>#@. sMrab;Ggát;         sÞIKøIy:aNU.
nImYy² A = 900mm2 / E = 200GPa . eRbIviFI     (>$0> kMNt;bMlas;TItamTisedkrbs;tMN B én
kmμnþnimitþ.                                  truss kñúgcMeNaT (>#*. Ggát;nImYy²manmux-

(>#%> edaHRsaycMeNaT (>#$> edayeRbIRTwsþIka   kat; A = 1800mm2 / E = 200GPa . eRbIviFI
sÞIKøIy:aNU.                                  kmμnþnimitþ.
(>#^> kMNt;bMlas;TItamTisQrrbs;tMN D én       (>$!> edaHRsaycMeNaT (>$0> edayeRbIRTwsþIka
truss. Ggát;nImYy²manmuxkat; A = 300mm 2 /    sÞIKøIy:aNU.
 E = 200GPa . eRbIviFIkmμnþnimitþ.            (>$@> kMNt;bMlas;TItamTisedkrbs;tMN C .
                                              eRbIviFIkmμnþnimitþ snμt;Ggát;TaMgGs;tP¢ab;Kña
                                              edaytMNsnøak;. Ggát;nImYy²manmuxkat; AE
                                              mantMélefr.



(>#&> edaHRsaycMeNaT (>#^> edayeRbIRTwsþIka
sÞIKøIy:aNU.
(>#*> kMNt;bMlas;TItamTisedkrbs;tMN C én
truss. Ggát;nImYy²manmuxkat; A = 1800mm 2 /

 E = 200GPa . eRbIviFIkmμnþnimitþ.




                                              (>$#> dkbnÞúkBI truss enAkñúgcMeNaT (>$@
                                              ehIykMNt;bMlas;TItamTisedkrbs;cMNuc C
                                              RbsinebIGgát; AB nig BC rgnUvkMeNIn
                                              sItuNðPaB ΔT = 110o C . yk A = 1200mm2
                                              nig E = 200GPa . ehIy α = 1.80(10−6 )/ o C .

Problems                                                                     T.Chhay   -329
Department of Civil Engineering                                                                  NPIC



(>$$> dkbnÞúkBI truss enAkñúgcMeNaT (>$@          (>%!> kMNt;bMlas;TIrbs;cMNuc C énFñwmEdlman
ehIykMNt;bMlas;TItamTisedkrbs;cMNuc C             m:Um:g;niclPaB I = 20(106 )mm 4 yk E =
RbsinebIGgát; CD RtUv)aneKplitedayman             200GPa .

RbEvgxøICag12mm .
(>$%>eRbIviFIkmμnþnimitþedIm,IkMNt;bMlas;TItam
TisQrrbs;tMN A . Ggát;nImYy²manmuxkat;
 A = 400mm 2 / E = 200GPa .
                                                  (>%@> kMNt;bMlas;TIrbs;cMNuc C énFñwmenAkñúg
                                                  cMeNaT (>%! EdlFñwmenHmanm:Um:g;niclPaB
                                                  I = 20(106 )mm 4 yk E = 200GPa .

                                                  (>%#>eRbIviFIkmμnþnimitþedIm,IkMNt;bMlas;TIrbs;cM
                                                  Nuc C énFñwmEdleFVIBIEdk. E = 200GPa / I =
                                                  100( 6 )mm 4 .
                                                        10

(>$^> edaHRsaycMeNaT (>$%> edayeRbIRTwsþIka
sÞIKøIy:aNU.
(>$&>eRbIviFIkmμnþnimitþedIm,IkMNt;bMlas;TIrbs;cM
Nuc C . EI CatMélefr.                             (>%$>eRbIviFIkmμnþnimitþedIm,IkMNt;mMurgVilrbs;cM-
                                                    Nuc A énFñwmEdleFVIBIEdkkñúgcMeNaT (>%#.
                                                    E = 200GPa / I = 100( 6 )mm 4 .
                                                                            10

                                                    (>%%> edaHRsaycMeNaT (>%$> edayeRbIRTwsþIka
(>$*> edaHRsaycMeNaT (>$&> edayeRbIRTwsþIka         sÞIKøIy:aNU.
sÞIKøIy:aNU.                                        (>%^> kMNt;mMurgVilenARtg;cMNuc A . EI man
(>$(>eRbIviFIkmμnþnimitþedIm,IkMNt;mMurgVilrbs;cM   tMélrfr.
Nuc C éncMeNaT (>$&. EI CatMélefr.
(>%0>eRbIviFIkmμnþnimitþedIm,IkMNt;mMurgVilrbs;cM
Nuc A éncMeNaT (>$&. EI CatMélefr.
                                                    (>%&> edaHRsaycMeNaT (>%^> edayeRbIRTwsþIka
                                                    sÞIKøIy:aNU.
cMeNaT                                                                                T.Chhay   -330
mhaviTüal½ysMNg;sIuvil                                                viTüasßanCatiBhubec©keTskm<úCa

(>%*> eRbIviFIkmμnþnimitþedIm,IkMNt;bMlas;TItam bNþalBIbMErbMrYlsItuNðPaB. FñwmenHmanmux-
Tisedkrbs;cMNuc A EdlbNþalBIkMlaMgcMNuc kat;ctuekaNEdlmanCMerA 350mm .
P . TMrRtg;cMNuc C CaTMrbgáb;. EI CatMélefr.

KitEtT§iBlénm:Um:g;Bt;b:ueNÑaH.

                                               (>^#> EpñkxagelIrbs;FñwmrgnUvsItuNðPaB Tt =
                                               200o C xN³sItuNðPaBénEpñkxageRkamrbs;

                                               FñwmKW Tb = 30o C . RbsinebI α = 12(10−6 )/ o C
                                               cUrkMNt;bMlas;TItamTisQrrbs;cMNuc C Edl
(>%(>edaHRsaycMeNaT (>%*> edayeRbIRTwsþIka     bNþalBIbMErbMrYlsItuNðPaB. FñwmenHmanmux-
sÞIKøIy:aNU.                                   kat;ctuekaNEdlmanCMerA 350mm .
(>^0> r)ar ABC manmuxkat;ctuekaN 300mm
× 100mm . EdkBüÜr BD manGgát;p©it 20mm .

kMNt;bMlas;TIrbs;cMNuc C EdlbNþalBIbnÞúk.
BicarNaEtT§iBlm:Um:g;Bt;enAkñúgr)ar ABC nig (>^$> kMNt;bMlas;TItamTisedkrbs;cMNuc C .
                                             EI CatMélefr. eKmanTMrbgáb;enARtg;cMnuc A .
kMlaMgtamG½kSenAkñúg DB . E = 200GPa .
                                             BicarNaEtT§iBlm:Um:g;Bt;.




(>^!> kMNt;mMurgViléncMNuc A éncMeNaT (>^0.
(>^@> )atrbs;FñwmrgnUvsItuNðPaB Tb = 120o C
xN³sItuNðPaBénEpñkxagelIrbs;FñwmKW Tt =        (>^%> eRbIviFIkmμnþnimitþedIm,IkMNt;bMlas;TItam
10o C . RbsinebI α = 11.7(10 −6 )/ o C cUr
                                               TisedkenARtg;cMNuc C . RkLaépÞmuxkat;rbs;
kMNt;bMlas;TItamTisQrrbs;cMNuc B Edl           Ggát; nImYy²RtUv)anbgðajenAkñúgrUb. snμt;Ggát;

Problems                                                                       T.Chhay   -331
Department of Civil Engineering                                                               NPIC



TaMgGs;RtUv)antP¢ab;edaytMNsnøak;. E =
200GPa .




                                                  (>&0> Edkbt;man E = 200GPa / G = 75GPa
                                                  nigmankaM 30mm . eRbIviFIkmμnþnimitþedIm,IkMNt;
                                                  bMlas;TItam TisQrenARtg;cMNuc C . Kit
(>^^> edaHRsaycMeNaT (>^%> edayeRbIRTwsþIka       bBa©ÚlT§iBlfamBlbMErbMrYlrageFobEdlekItBI
sÞIKøIy:aNU.                                      m:Um:g;Bt; kMlaMgkat; nigkMlaMgrmYl.
(>^&> eRbIviFIkmμnþnimitþedIm,IkMNt;bMlas;TItam
TisQrenARtg;TMr D . EI mantMélefr.




                                                  (>&!> edaHRsaycMeNaT (>&0> edayeRbIRTwsþIka
                                                  sÞIKøIy:aNU.
(>^*> edaHRsaycMeNaT (>^&> edayeRbIRTwsþIka       (>&@> eRKagxageRkamrgnUvbnÞúk 20kN . kMNt;
sÞIKøIy:aNU.                                      bMlas;TItamTisQrenARtg;cMNuc C . snμt;va
(>^(> eKmankgmYyenAelIépÞrwg ehIykgenHrg          Ggát;tP¢ab;edaytMNsnøak;enARtg;cMNuc A / C
bnÞúkbBaÄr P . kMNt;bMlas;TItamTisQrenA           nig E ehIytMN B nigtMN D CatMNbgáb;. EI
Rtg;cMNuc B . EI mantMélefr.                      mantMélefr. eRbIviFIkmμnþnimitþ.


cMeNaT                                                                             T.Chhay   -332
9. deflection using energy method

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10 dimension and properties table upn
 

9. deflection using energy method

  • 1. mhaviTüal½ysMNg;sIuvil viTüasßanCatiBhubec©keTskm<úCa (> PaBdabedayeRbIviFIfamBl (Deflection Using Energy method) CMBUkenHnwgbgðajBIrebobGnuvtþviFIfamBledIm,IedaHRsaybBaðaEdlBak;B½n§nwgmMurgVil nigPaB dab. CMBUkenHcab;epþImCamYynwgkarBiPakSaBIkmμnþ (work) nigfamBlénbMErbMrYlrageFob (strain energy) EdlbnþedaykarbegáIteKalkarN_kmμnþ nigeKalkarN_famBl. bnÞab;mkviFIkmμnþnimitþ (virtual work) nigRTwsþIkasÞIKøIy:aNU (Castigliano’s theorem) RtUv)anbegáIt ehIyviFIenHRtUv)aneRbI edIm,IkMNt; bMlas;TIrbs;cMnucmYyenAelI truss, Fñwm nig eRKag. (>!>kmμnþxageRkA nigfamBlbMErbMrYlrageFob (External work and strain energy) viFIBak;kNþalRkaPicEdlbgðajenAkñúgCMBUkelIkmunKWmanRbsiT§PaBsMrab;rkbMlas;TI nigmMu rgVilRtg;cMnucmYyenAelIFñwmEdlrgbnÞúkEdlmanlkçN³samBaØ. sMrab;bnÞúkEdlmanlkçN³sμúKsμaj b¤sMrab;rcnasm<½n§dUcCa truss nigeRKag eKesñIeGayeRbIviFIfamBlsMrab;karKNnabMlas;TI nigmMurgVil. viFIfamBlPaKeRcInEp¥kelIeKalkarN_rkSafamBl (conservation of energy principle) Edlbgðaj fakmμnþ U e EdleFVIedaykMlaMgxageRkATaMgGs;EdlmanGMeBIenAelIeRKOgbgÁúMRtUv)anbMElgeTACakmμnþ xagkñúg b¤famBlbMErbMerYlrageFob U i EdlRtUv)anbegáItenAeBleRKOgbgÁúMxUcRTg;RTay. RbsinebI kMhUcRTg;RTayminFMCagEdnkMNt;eGLasÞicrbs;sMPar³ enaHfamBlbMErbMrYlrageFobeGLasÞic (elastic stain energy) nwgeFVIeGayrcnasm<½n§RtLb;eTArksßanPaBedImenAeBlEdleKdkbnÞúkecj vij. eKGacsMEdgeKalkarN_rkSafamBlCalkçN³KNitviTüadUcxageRkam³ Ue = Ui (9-1) b:uEnþ munnwgbegáItviFIfamBlEdlQrelIeKalkarN_enH dMbUgeyIgRtUvkMNt;kmμnþxageRkA nig famBlbMErbMrYlrageFobEdlbgáeLIgedaykMlaMg nigm:Um:g;. karbegáItrUbmnþenHnwgpþl;nUgmUldæan sMrab;yl;dwgBIviFIkmμnþ nigviFIfamBldUcteTA. kmμnþxageRkAEdlekItBIkMlaMg³ enAeBlkMlaMg F eFVIeGaymanbMlas;TI dx kñúgTisdUcnwgTisrbs;kMlaMg kmμnþEdleFVI)anKW dU e = Fdx . RbsinebIbMlas;TIsrubKW x kmμnþnwgkøayCa x U e = ∫ Fdx (9-2) 0 BicarNaT§iBlEdlbgáeLIgedaykMlaMgtamG½kSEdlGnuvtþenAxagcugr)arEdlbgðajenAkñúgrUbTI 9-1a. edaysarTMhMrbs; F ekIneLIgBItMélsUnüeTAtMélkMNt; F = P enaHsac;lUtrbs;r)arnwgkøayCa Δ . Deflection Using Energy Method T.Chhay -281
  • 2. Department of Civil Engineering NPIC RbsinebIsMPar³rbs;r)areKarBtameGLasÞiclIenEG‘r enaH F = (P / Δ )x . edayCMnYsvaeTAkñúgsmIkar 9-2 nigedayeFVIGaMgetRkalBI 0 eTA Δ enaHeyIgnwg)an 1 Ue = PΔ (9-3) 2 EdlCaRkLaépÞRtIekaNEdlqUtenAkñúgrUbTI 9-1a. eyIgk¾Gacsnñidæan)anfakMlaMgRtUv)anGnuvtþbnþicmþg²eTAelIr)ar ehIyTMhMrbs;vaekIneLIgCa lkçN³bnÞat;BIsUnüeTAdl; P kmμnþEdleFVI)anesμInwgkMlaMgmFüm ¬ P / 2 ¦ KuNnwgbMlas;TI ¬ Δ ¦. ]bmafaeK)anGnuvtþkMlaMg P eTAelIr)arrYcehIy ehIyeKGnuvtþkMlaMg F ' mYyepSgeTot dUcenH r)arxUcRTg;RTayEfmeTotedayTMhM Δ' ¬rUbTI 9-1b¦. enaHkmμnþEdleFVIeday P ¬minEmn F ' ¦ enA eBlr)arrgnUvkMhUcRTg;RTay Δ' EfmeTotKW U e ' = PΔ' (9-4) enATIenHkmμnþCaRkLaépÞctuekaNqUtenAkñúgrUbTI 9-1b. enAkñúgkrNIenH P min)anpøas;bþÚrRbEvgrbs; r)areT eday Δ' RtUv)anbgáeLIgedaysarEt F ' b:ueNÑaH. dUcenH kmμnþrbs;vaesμInwgplKuNrvagkMlaMg P nigbMlas;TI Δ ' . PaBdabedayeRbIviFIfamBl T.Chhay -282
  • 3. mhaviTüal½ysMNg;sIuvil viTüasßanCatiBhubec©keTskm<úCa Casegçb enAeBleKGnuvtþkMlaMg P eTAelIr)ar ehIybnÞab;mkGnuvtþkMlaMg F ' kMlaMgsrubEdl eFVI)anedaykMlaMgTaMgBIrKWsMEdgedayRkLaépÞRtIekaN ACE enAkñúgrUbTI 9-1b. RkLaépÞRtIekaN ABG CakmμnþénkMlaMg P EdlbgáeLIgedaybMlas;TI Δ rbs;kMlaMgenH/ RtIekaN BCD CakmμnþénkMlaMg F ' edaysarkMlaMgenHbgáeGaymanbMlas;TI Δ ' ehIycugeRkay RkLaépÞctuekaN BDEG Cakmμnþ bEnßmEdleFVIedaykMlaMg P enAeBlbMlas;TI Δ' bgáeLIgedaykMlaMg F ' . kmμnþxageRkAEdlekItBIm:Um:g;³ kmμnþénm:Um:g;RtUv)ankMNt;edayplKuNén TMhMénm:Um:g; M nigmMu dθ Edlviledaysarm:Um:g;enaH Edl dU e = Mdθ / rUbTI 9-2. RbsinebImMusrubrbs;mMurgVilKWθ ra:düg; enaH kmμnþkøayCa θ U e = ∫ Mdθ (9-5) 0 dUcenAkñúgkrNIkMlaMg RbsinebIeKGnuvtþm:Um:g;bnþicmþg²eTAelIrcnasm<½n§ EdlmanlkçN³eGLasÞic lIenEG‘rBIsUnüeTA M enaHkmμnþesμInwg 1 Ue = Mθ (9-6) 2 b:uEnþ RbsinebIeKGnuvtþm:Um:g;eTAelIrcnasm<½n§rYcehIy ehIykarGnuvtþm:Um:g;epSgeToteFVIeGayrcnasm<½n§ xUcRTg;RTayedaybrimaNθ ' enaHkmμnþénm:Um:g; M KW U e ' = Mθ ' (9-7) famBlbMErbMrYlrageFobedaysarbnÞúktamG½kS³ enAeBleKGnuvtþkMlaMgtam G½kS N bnþicmþg²eTAelIr)arenAkñúgrUbTI 9-3 vanwgeFVIeGaysMPar³manbMEr bMrYlrageFobEdlkmμnþxageRkAEdleFVIeday N Rtuv)anbMElgeTACafamBl bMErbMrYlrageFobEdlRtUv)anrkSaTukenAkñúgr)ar ¬smIkar 9-1¦. c,ab;h‘Uk σ = Eε mann½ykñúgkrNIsMPar³manlkçN³eGLasÞiclIenEG‘r ehIyRbsin ebIr)armanmuxkat; A efr nigRbEvg L ehIykugRtaMgEkgKW σ = N / A nigbMEr bMrYlrageFobcugeRkayKW ε = Δ / L . Cavi)ak N / A = E (Δ / L) ehIyPaBdab cugeRkayKW NL Δ= (9-8) AE edayCMnYsvaeTAkñúgsmIkar 9-3 eday P = N dUcenHfamBlbMErbMrYlrageFobenAkñúgr)arKW N 2L Ui = (9-9) 2 AE Deflection Using Energy Method T.Chhay -283
  • 4. Department of Civil Engineering NPIC famBlbMErbMrYlrageFobedaysarm:Um:g;Bt;³ BicarNaFñwmEdlbgðajenAkñúgrUbTI 9-4a EdlxUcRTg; RTayedaysarkarGnuvtþbnÞúk P nig w bnþicmþg². bnÞúkTaMgenHbegáItm:Um:g;Bt; M enAkñúgFñwmenARtg; muxkat;EdlmancMgay x BITMrxageqVg. eKGackMNt;mMurgVilrbs;FatuGnnþtUc dx ¬rUbTI 9-4b¦ BIsmIkar 8-2 Edl dθ = (M / EI )dx . Cavi)ak eKkMNt;famBlbMErbMrYlrageFob b¤kmμnþEdlrkSaTukenAkñúg Ggát;BIsmIkar 9-6 edaysarm:Um:g;Bt;ekIteLIgbnþicmþg². dUcenH M 2 dx dU i = (9-10) 2 EI eKkMNt;famBlbMErbMrYlrageFobsMrab;FñwmedayeFVIGaMgetRkaleTAelIsmIkar 9-10 elIRbEvg L rbs;Fñwm. lT§plKW L M 2 dx Ui = ∫ (9-11) 0 2 EI (>@> eKalkarN_kmμnþ nigfamBl (Principle of work and energy) bnÞab;BIeyIg)ankMNt;rUbmnþsMrab;kmμnþ nigfamBlbMErbMrYlrageFobsMrab;kMlaMg nigm:Um:g; rYc ehIy eyIgnwgbgðajBIrebobGnuvtþkarrkSafamBl b¤eKalkarN_kmμnþ nigfamBledIm,IkMNt;bMlas;TI enARtg;cMNucmYyenAelIeRKOgbgÁúM. BicarNakñúgkarkMNt;bMlas;TI Δ enARtg;cMNucEdlkMlaMg P Gnuvtþ eTAelIFñwmkugs‘ulenAkñúgrUbTI 9-5. BIsmIkar 9-3 kmμnþxageRkAKWU e = PΔ / 2 . edIm,ITTYl)anfam- BlbMErbMrYlrageFob dMbUgeyIgRtUvkMNt;m:Um:g;Bt;CaGnuKmn_eTAnwgTItaMg x enAkñúgFñwm bnÞab;mkGnuvtþ smIkar 9-11. enAkñμúgkrNI M = − Px dUcenH L (− Px ) dx 2 L M 2 dx 1 P 2 L3 Ui = ∫ =∫ = 0 2 EI 0 2 EI 6 EI edayeGaykmμnþxagkñúgesμInwgfamBlbMErbMrYlrageFobxagkñúgesμIKña ehIyedayedaHRsayrkbMlas;TI Δ / eyIg)an Ue = Ui PaBdabedayeRbIviFIfamBl T.Chhay -284
  • 5. mhaviTüal½ysMNg;sIuvil viTüasßanCatiBhubec©keTskm<úCa 1 1 P 2 L3 PΔ = 2 6 EI 3 PL Δ= 3EI eTaHbICaeyIgGacTTYl)andMeNaHRsayedaypÞal;k¾eday EteKGacGnuvtþviFIenHsMrab;EtcMeNaTeRCIs erIsxøHb:ueNÑaH. eKRtUvcMNaMfa sMrab;viFIenHeKGacGnuvtþbnÞúk)anEtmYyb:ueNÑaHeTAelIeRKOgbgÁúM BIeRBaH RbsinebImanbnÞúkeRcInCagmYymanGMeBIelIeRKOgbgÁúM enaHvanwgekItmanbMlas;TIEdlCaGBaØateRkamGMeBI énbnÞúknImYy² ehIyEdleKmanlT§PaBsresrsmIkarkmμnþEtmYysMrab;Fñwm. elIsBIenH eKGacTTYl )anEtbMlas;TIeRkamGMeBIbnÞúk edaysarkmμnþxageRkAGaRs½ynwgkMlaMg nigbMlas;TIEdlRtUvnwgkMlaMg enaH. viFIEtmYyedIm,ICMnHnUvkarkMritenHKWeRbIviFIkmμnþnimitþ b¤RTwsþIkasÞIKøIy:aNU EdleyIgnwgBnül;BIviFI TaMgBIrenHenAkñúgkfaxNÐbnþbnÞab;. (>#> eKalkarN_kmμnþnimitþ (Principle of virtual work) eKalkarN_kmμnþnimitþRtUv)anbegáIteLIgeday cn Eb‘nuyI (John Bernoulli) kñúgqñaM 1717 ehIyEdleBlxøHeKeGayeQμaHvafaviFIkMlaMgÉktþa. vapþl;nUvmeFüa)ayTUeTAedIm,ITTYl)anbMlas;TI nigmMurgVilenARtg;cMNucCak;lak;enAelIeRKOgbgÁúM EdlGacCaFñwm eRKag b¤ truss. munnwgbegáIteKalkarN_kmμnþnimitþ eKcaM)ac;RtUveFVIBMenalTUeTAxøHGMeBIeKalkarN_kmμnþ nigfam- Bl Edl)anerobrab;enAkñúgkfaxNÐelIkmun. RbsinebIeyIgmanrcnasm<½n§EdlGacxUcRTg;RTayEdl manrUbragTUeTANamYy ehIyGnuvtþes‘rIénbnÞúkxageRkA P eTAelIva vanwgekItmanbnÞúkxagkñúg u enAkñúg rcnasm<½n§TaMgmUl. eKcaM)ac;eGaybnÞúkxageRkA nigbnÞúkxagkñúgmanTMnak;TMngKñaedaysmIkarlMnwg. edaysarbnÞúkTaMgenH bMlas;TIxageRkA Δ nwgekItmanRtg;bnÞúk P ehIybMlas;TIxagkñúg δ nwgekItman enARtg;cMnucnImYy²énbnÞúkxagkñúg u . CaTUeTA bMlas;TITaMgenHmincaM)ac;manlkçN³eGLasÞiceT ehIy BYkvaGacminmanTMnak;TMngeTAnwgbnÞúkeT b:uEnþbMlas;TIxagkñúg nigbMlas;TIxageRkARtUvEtmanTMnak;TMng KñaedayPaBRtUvKñaénbMlas;TI (compatibility of displacements). eKGacniyaymü:ageTotfa Rbsin Deflection Using Energy Method T.Chhay -285
  • 6. Department of Civil Engineering NPIC ebIeKsÁal;bMlas;TIxageRkA enaHeKGackMNt;blas;TIxagkñúgEdlRtUvKña. CaTUeTA eKalkarN_kmμnþ nig M famBlsMEdgfa³ ∑ PΔ = ∑ uδ (9-12) kmμnþénkMlaMgxageRkA kmμnþénkMlaMgxagkñúg edayEp¥kelIKMnitenH eKGacbegáIteKalkarN_kmμnþnimitþ. eyIgnwgBicarNarcnasm<½nþ ¬b¤GgÁ- Fatu¦ EdlmanragTUeTAdUcbgðajenAkñúgrUbTI 9-6b . ]bmafa eyIgcaM)ac;RtUvkMNt;bMlas;TI Δ rbs; * cMNuc A enAelIGgÁFatuEdlbgáeLIgedaybnÞúkBit P1 / P2 nig P3 . eKRtUvdwgfabnÞúkTaMgenHminbgá eGayTMrcl½t b:uEnþCaTUeTABYkvaGaceFVIeGaysMPar³xUcRTg;RTayputBIEdneGLasÞic. edaysarminman bnÞúkxageRkAmanGMeBIeTAelIGgÁFatuenARtg;cMnuc A nigkñúgTisén Δ enaHeKGackMNt;bMlas;TIeday dak;bnÞúknimitþ (virtual load) enAelIGgÁFatuEdlbnÞúk P' enHmanGMeBIenAkñúgTisedAdUcKñanwg Δ ¬rUbTI 9- 6a¦. edIm,IPaBgayRsYl ¬EdleXIjenAeBleRkay¦ eyIgnwgeRCIserIs P' CabnÞúkEdlmanTMhMmYy Éktþa Edl P'= 1 . BakünimitþEdleRbICamYynwgbnÞúk P' edaysarvaminEmnCabnÞúkBit ehIyvak¾min EmnCaEpñkénbnÞúkBit. bnÞúkÉktþa P' begáItCabnÞúkkñúgÉktþa u enAkñúgFatuEdlCatMNag b¤srésrbs; GgÁFatuEdlbgðajenAkñúgrUbTI 9-6a. enATIenHeKtMrUveGay P' nig u manTMnak;TMngeTAnwgsmIkarlMnwg . † enAeBleKdak;bnÞúknimitþ bnÞab;mkeKGnuvtþbnÞúkBit P1 / P2 nig P3 ¬rUbTI 9-6b¦. cMnuc A eFVI eGaymanbMlas;TI Δ EdleFVIeGayFatuxUcRTg;RTayedayTMhM dL . CalT§pl kMlaMgnimitþxageRkA P' * ragTUeTAmanragCa truss/ Fñwm b¤eRKag. † eTaHbICabnÞúkTaMgenHbgáeGaymanbMlas;TInimitk¾eday k¾eyIgnwgminKitBITMhMrbs;vaEdr. þ PaBdabedayeRbIviFIfamBl T.Chhay -286
  • 7. mhaviTüal½ysMNg;sIuvil viTüasßanCatiBhubec©keTskm<úCa nigbnÞúknimitþxagkñúg u manGMeBItamTisrbs;bMlas;TI Δ nig dL erogKña dUcenHvaeFVIeGaymankmμnþnimitþ xageRkA 1 ⋅ Δ enAelIGgÁFatu nigeFVIeGaymankmμnþnimitþxagkñúg u ⋅ dL enAelIFatu. edaydwgfakmμnþ nimitþxageRkAesμInwgkmμnþnimitþxagkñúgEdleFVIenAelIRKb;FatuTaMgGs;rbs;GgÁFatu eyIgGacsresr smIkarkmμnþnimitþCa³ bnÞúknimitþ 1 ⋅ Δ = ∑ u ⋅ dL (9-13) bMlas;TIBitR)akd Edl P' = 1 = bnÞúknimitþÉktþaxageRkAEdlmanGMeBItamTisedArbs; Δ u = bnÞúknimitþxagkñúgEdlmanGMeBIenAelIFatukñúgTisedArbs; dL Δ = bMlas;TIxageRkAEdlbgáedaybnÞúkBit dL = kMhUcRTg;RTayxagkñúgrbs;FatuEdlbgáedaybnÞúkBit edayeRCIserIs P' = 1 eyIgGaceXIjfadMeNaHRsayrbs; Δ manlkçN³edaypÞal; edaysar Δ = ∑ udL . enAkñúgrebobdUcKña RbsinebIeKRtUvkarkMNt;mMurgVil b¤CMralénbnÞat;b:HenARtg;cMNucenAelIrcna sm<½n§ eKRtUvGnuvtþm:Um:g;nimitþ M ' EdlmanTMhMmYyÉktþa. Cavi)ak m:Um:g;xageRkAbegáItbnÞúknimitþ uθ enAkñúgFatumYyrbs;GgÁFatu. edaysnμt;fabnÞúkBiteFVIeGayFatuxUcRTg;RTayedaybrimaN dL eKGac kMNt;mMurgVil θ BIsmIkarkmμnþnimitþ bnÞúknimitþ 1 ⋅θ = ∑ uθ ⋅ dL (9-14) bMlas;TIBitR)akd Edl M ' = 1 = m:Um:g;nimitþÉktþaxageRkAEdlmanGMeBItamTisedArbs; θ uθ = bnÞúknimitþxagkñúgEdlmanGMeBIenAelIFatukñúgTisedArbs; dL θ = bMlas;TIxageRkAEdlbgáedaybnÞúkBit dL = kMhUcRTg;RTayxagkñúgrbs;FatuEdlbgáedaybnÞúkBit viFIeKalkarN_kmμnþnimitþCaerOy²eKehAfaviFIkMlaMgnimitþ edaysareKGackMNt;bMlas;TIBitedayeRbIkMlaMgnimitþ. smIkarkmμnþnimitþenAkñúgkrNIenHCatMrUvkar RtUvKñaénbMlas;TIsMrab;eRKOgbgÁúM. eTaHbICaenATIenH vaminsMxan;k¾eday eyIgRtUvdwgfaeyIgk¾Gac GnuvtþeKalkarN_kmμnþnimitþCaviFIbMlas;TInimitþk¾)anEdr. enAkñúgkrNIenHeKeGayrcnasm<½nmanbMlas; Deflection Using Energy Method T.Chhay -287
  • 8. Department of Civil Engineering NPIC TInimitþ xN³EdlvargbnÞúkBit. eKGaceRbIviFIenHedIm,IkMNt;kMlaMgenAelI b¤enAkñúgrcnasm<½n§ EdleK * GacsMEdgsmIkarkmμnþnimitþCatMrUvkarénsmIkarlMnwg. (>$> viFIkmμnþnimitþsMrab; Trusses (Method of virtual work: Trusses) eyIgGaceRbIviFIkmμnþnimitþedIm,IkMNt;bMlas;TIrbs;tMN truss enAeBl truss rgbnÞúkxageRkA bMErbMrYlsItuNðPaB b¤kMhusqÁgkñúgkarplit. eyIgnwgsikSaBIsßanPaBnImYy²enATIenH. bnÞúkxageRkA³ sakl,gBicarNabMlas;TIbBaÄr Δ rbs;tMN B rbs; truss enAkñúgrUbTI 9-7. enATIenH Ggát;mYyrbs; truss KMrUmanRbEvg L . RbsinebIbnÞúk P nig P2 manGMeBIelI 1 truss EdleRbIsMPar³EdlmanlkçN³eGLasÞiclIenEG‘r enaHGgát;enHnwgxUcRTg;RTayedaybrimaN ΔL = NL / AE Edl N CakMlaMgEkg b¤kMlaMgtamG½kSenAkñúgGgát; EdlbgáedaykMlaMg. edayGnuvtþsmIkar 9-13 dUc enHsmIkarkmμnþnimitþsMrab; truss KW nNL 1⋅ Δ = ∑ (9-15) AE Edl 1=kMlaMgnimitþÉktþaxageRkAEdlmanGMeBIelItMN truss enAkñúgTisedArbs; Δ . n = kMlaMgEkgnimitþkñúgrbs;Ggát; truss EdlbgáeLIgedaybnÞúknimitþÉktþaxageRkA. Δ = bMlas;TIrbs;tMNEdlbgáeLIgedaybnÞúkBitEdlmanGMeBIelI truss. L = RbEvgrbs;Ggát;. A = RkLaépÞmuxkat;rbs;Ggát;. E = m:UDuleGLasÞicrbs;Ggát;. karbegáItsmIkarenHGnuvtþtamkarerobrab;enAkñúgkfaxNÐ 9-3. enATIenHbnÞúknimitþÉktþabegáIt kMlaMgnimitþxagkñúg n enAkñúgGgát; truss nImYy². bnÞab;mkkMlaMgBiteFVIeGaytMN truss pøas;TI Δ kñúgTis edAdUcKñanwgkMlaMgnimitþÉktþa ehIyGgát;nImYy²pøas;TIedayTMhM NL / AE kñúgTisedAdUcKñanwgTisrbs; kMlaMg n . Cavi)ak kmμnþ 1 ⋅ Δ esμInwgkmμnþnimitþxagkñúg b¤famBlbMErbMrYlrageFob¬nimitþ¦xagkñúgEdl rkSaenAkñúgGgát; truss TaMgGs; Edl ∑ nNL / EA . sItuNðPaB³ enAkñúgkrNIxøH Ggát; truss Gacpøas;bþÚrRbEvgrbs;BYkvaedaysarkMedA. RbsinebI α Caem KuNlUtedaysarkMedAsMrab;Ggát; ehIy ΔT CabMErbMrYlsItuNðPaB enaHbMErbMrYlRbEvgrbs;Ggát;KW * eKeRbIrebobenHenAkñúgkfaxNÐ 6.3 CamYynwgeKalkarN_m‘uyeyeRbsøÚ. PaBdabedayeRbIviFIfamBl T.Chhay -288
  • 9. mhaviTüal½ysMNg;sIuvil viTüasßanCatiBhubec©keTskm<úCa ΔL = α ⋅ ΔT ⋅ L. dUcenHeyIgGackMNt;bMlas;TIrbs;tMN truss eRCIserIsNamYyEdlbNþalBIbMEr bMrYlsItuNðPaBBIsmIkar 9-13 EdlGacsresrCa 1 ⋅ Δ = ∑ nαΔT ⋅ L (9-16) Edl 1=kMlaMgnimitþÉktþaxageRkAEdlmanGMeBIelItMN truss enAkñúgTisedArbs; Δ . n = kMlaMgEkgnimitþkñúgrbs;Ggát; truss EdlbgáeLIgedaybnÞúknimitþÉktþaxageRkA. Δ = bMlas;TIrbs;tMNEdlbgáeLIgedaybMErbMrYlsItuNðPaB. L = RbEvgrbs;Ggát;. α = emKuNlUtedaysarkMedA. ΔT = bMErbMrYlsItuNðPaBrbs;Ggát;. kMhusqÁgkñúgkarplit nigPaBekag³ eBlxøH kMhusqÁgkñúgkarplitGacekItmaneLIgcMeBaHRbEvgrbs; Ggát;rbs; truss. ehIykñúgkrNIxøH eKplitGgát;rbs; truss manRbEvgEvg b¤xøICagbnþicedIm,IeFVIeGay truss manPaBekag. CaerOy² eKRtUvkarPaBekagsMrab; truss s<anEdleKeFVIeGayGgát;xageRkamrbs; truss ekageLIgelICamYynwgTMhMsmmUleTAnwgPaBdabrbs;vaEdlekItBIbnÞúkGefrrbs;s<an. Rbsin ebIGgát; truss xøI b¤EvgCagGVIEdlcg;)an eKGackMNt;bMlas;TIrbs;tMN truss BITItaMgrMBwgTukedaypÞal; edayGnuvtþsmIkar 9-13 EdlGacsresrCa 1 ⋅ Δ = ∑ nΔL (9-17) Edl 1= kMlaMgnimitþÉktþaxageRkAEdlmanGMeBIelItMN truss enAkñúgTisedArbs; Δ . n = kMlaMgEkgnimitþkñúgrbs;Ggát; truss EdlbgáeLIgedaybnÞúknimitþÉktþaxageRkA. Δ = bMlas;TIrbs;tMNEdlbgáeLIgedaykMhusqÁgkñúgkarplit. ΔL = bMErbMrYlRbEvgrbs;Ggát;BITMhMEdlcg;)anrbs;vaEdlbNþalBIkMhusqÁgkñúgkarplit. eKcaM)ac;RtUveFVIplbUkénGgÁxagsþaMénsmIkar 9-15 rhUtdl; 9-17 RbsinebIbnÞúkxageRkAmanGMeBI eTAelI truss ehIyGgát;rbs; truss xøHrgnUvbMErbMrYlsItuNðPaB b¤mankMhusqÁgkñúgkarplit. dMeNIrkarkñúgkarviPaK (Procedure for analysis) CMhanxageRkampþl;nUvviFIsMrab;kMNt;bMlas;TIrbs;tMNén truss edayeRbIviFIkmμnþnimitþ kMlaMgnimitþ n dak;kMlaMgmYyÉktþaenAelI truss enARtg;tMNEdlRtUvkarkMNt;rkbMlas;TI. bnÞúkenHRtUvman TisedAdUcnwgTisedArbs;bMlas;TI eBalKWedk b¤Qr. Deflection Using Energy Method T.Chhay -289
  • 10. Department of Civil Engineering NPIC CamYynwgbnÞúkÉktþaEdldak;elI truss eKRtUvdkbnÞúkBitEdlmanGMeBIelI truss ecjTaMgGs; rYceRbIviFItMN b¤viFImuxkat;edIm,IKNnakMlaMgkñúg n enAkñúgGgát; truss nImYy². snμt;fakMlaMg TajviC¢man nigkMlaMgsgát;GviC¢man. kMlaMgBit N eRbIviFImuxkat; b¤viFItMNedIm,IkMNt;kMlaMg N enAkñúgGgát;nImYy². kMlaMgTaMgenHbgáeLIgeday sarEtkMlaMgBitmanGMeBIelI truss Etb:ueNÑaH. dUcKña eKRtUvsnμt;fakMlaMgTajviC¢man ehIy kMlaMgsgát;GviC¢man. smIkarkmμnþnimitþ GnuvtþsmIkarkmμnþnimitþedIm,IkMNt;bMlas;TIEdlcg;)an. eKcaM)ac;rkSaPaBdUcKñaénkarsnμt; sBaØaBiCKNitrbs;kMlaMg n nigkMlaMg N enAeBlCMnYsvaeTAkñúgsmIkar. RbsinebI ∑ nNL / EA viC¢man bMlas;TI Δ manTisedAdUcTisedArbs;bnÞúkÉktþa. RbsinebI lT§plmantMélGviC¢man Δ nwgmanTisedApÞúynwgTisedArbs;bnÞúkÉktþa. enAeBlGnuvtþ1⋅ Δ = ∑ n ⋅α ⋅ ΔT ⋅ L eKRtUvdwgfaRbsinebIGgát;nImYy²rgnUvkMeNInsItuNðPaB enaH ΔT nwgviC¢man b:uEnþebIsItuNðPaBEdlfycuHvanwgeFVIeGay ΔT GviC¢man. sMrab; 1 ⋅ Δ = ∑ n ⋅ ΔL enAeBlEdlkMhusqÁgkñúgkarpliteFVIeGayRbEvgrbs;Ggát;EvgCagmun ΔL nwgviC¢man b:uEnþebIRbEvgrbs;vaxøICagmun enaH ΔL nwgGviC¢man. ]TahrN_ 9-1³ kMNt;bMlas;TIbBaÄrrbs;tMN C én truss EdkEdlbgðajenAkñúgrUbTI 9-8a. RkLa épÞmuxkat;rbs;Ggát;nImYy²KW A = 300mm 2 ehIy E = 200GPa . dMeNaHRsay³ kMlaMgnimitþ n³ eKdak;EtbnÞúk1kN enARtg;tMNC ehIyeKedaHRsaykMlaMgenAkñúgGgát;nImYy²edayeRbI viFItMN. lT§plRtUv)anbgðajenAkñúgrUbTI 9-8b. elxviC¢manbgðajkMlaMgTaj ehIyelxGviC¢man bgðajkMlaMgsgát;. PaBdabedayeRbIviFIfamBl T.Chhay -290
  • 11. mhaviTüal½ysMNg;sIuvil viTüasßanCatiBhubec©keTskm<úCa kMlaMgBit N³ kMlaMgBitenAkñúgGgát;RtUv)anKNnaedayeRbIviFItMN. lT§plRtUv)anbgðajenAkñúgrUbTI 9-8c. smIkarkmμnþnimitþ³ edayerobcMTinñn½yenAkñúgtarag eyIg)an 2 ⋅m dUcenH 1kN ⋅ Δ C = ∑ nNL 369.6kN AE = v AE edayCMnYstMélCaelxsMrab; A nig E eyIg)an 396.6kN 2 ⋅ m 1kN ⋅ Δ C v = [300(10 )m ][200(10 )kN / m ] −6 2 6 2 Δ C v = 0.00616m = 6.16mm ]TahrN_ 9-2³ RkLaépÞmuxkat;rbs;Ggát;nImYy²rbs; truss EdlbgðajenAkñúgrUbTI 9-9a KW A = 400mm 2 ehIy E = 200GPa . (a) kMNt;bMlas;TItamTisQrrbs;tMN C RbsinebIeKdak;kMlaMg 4kN eTAelI truss Rtg;tMN C. (b) RbsinKμanbnÞúkmanGMeBIelI truss cUrkMNt;bMlas;TItamTisQr rbs;tMN C RbsinebIGgát; AB manRbEvgxøICamun 5mm . Deflection Using Energy Method T.Chhay -291
  • 12. Department of Civil Engineering NPIC dMeNaHRsay³ (a) kMlaMgnimitþ n³ edaysareKRtUvkarrkbMlas;TItamTisQrrbs;tMNC dUcenHeKRtUvdak;kMlaMgnimitþ1kN enARtg;tMNC edaymanTisQr. xñatrbs;kMlaMgRtUvdUcKñanwgxñatrbs;kMlaMgBit. eKRtUvKNnakMlaMg RbtikmμenARtg;tMN A nigtMN B nigkMNt;kMlaMg n enAkñúgGgát;nImYy²edayviFItMNdUcbgðajenAkñúg düaRkamGgÁesrIrbs;tMN A nigtMN B ¬rUbTI 9-9b¦. kMlaMgBit N³ karviPaKtMN A nigtMN B enAeBleKdak;kMlaMgBit 4kN eTAelI truss RtUv)aneGayenA kñúgrUbTI 9-9c. smIkarkmμnþnimitþ³ edaysar AE efr eKGacKNna nigerobtY nNL enAkñúgtarag. enATIenHsBaØaviC¢man bgðajfakMlaMgTaj nigsBaØaGviC¢manbgðajkMlaMgGviC¢man. nNL 10.67kN ⋅ m 2 dUcenH 1kN ⋅ Δ C = ∑ AE = v AE edayCMnYstMél A = 400mm = 400(10 )m nig E = 200GPa = 200(106 )kN / m 2 eyIg)an 2 −6 2 10.67 kN 2 ⋅ m 1kN ⋅ Δ C v = [400(10 )m ][200(10 )kN / m ] −6 2 6 2 Δ C v = 0.000133m = 0.133mm (b) enATIenH eyIgRtUvGnuvtþsmIkar 9-17. edaysareKRtUvkarkMNt;bMlas;TItamTisQrRtg;tMN C eyIg GaceRbIlT§plrbs;rUbTI 9-7b. manEtGgát; AB b:ueNÑaHEdlrgbMErbMrYlRbEvg eBalKW ΔL = −5mm . dUcenH 1 ⋅ Δ = ∑ nΔL 1kN ⋅ Δ C v = (0.667 kN )(− 0.005m ) Δ C v = −0.00333m = −3.33mm sBaØadkbgðajfatMN C bMlas;TIeLIgelI EdlpÞúyBIkMlaMgbBaÄr1kN . cMNaMfa RbsinebIKitTaMgkMlaMg 4kN nigkMhusqÁgkñúgkarplitbBa©ÚlKña enaHbMlas;TIsrubKW Δ C = 0.133 − 3.33 = −3.20mm ¬eLIg v elI¦. PaBdabedayeRbIviFIfamBl T.Chhay -292
  • 13. mhaviTüal½ysMNg;sIuvil viTüasßanCatiBhubec©keTskm<úCa ]TahrN_ 9-3³ kMNt;bMlas;TIbBaÄrrbs;tMN C én truss EdkEdlbgðajenAkñúgrUbTI 9-10a. edaysarkMedAEdlPayecjBICBa¢aMg Ggát; AD rgnUvkMeNInsItuNðPaB ΔT = +60o C . yk α = 1.08(10 −5 )/ o C nig E = 200GPa . RkLaépÞmuxkat;rbs;Ggát;nImYy²RtUv)anbgðajenAkñúgrUb. dMeNaHRsay³ kMlaMgnimitþ n³ eKdak;kMlaMgbBaÄr 1kN eTAelI truss enARtg;tMN C ehIyKNnakMlaMgenAkñúgGgát; ¬rUbTI 9-10b¦. kMlaMgBit N³ edaysarkMlaMg n enAkñúgGgát; AB nigGgát; BC esμIsUnü enaHeKmincaM)ac;kMNt;kMlaMg N enAkñúgGgát;TaMgenaHeT. ehtuGVI? EtsMrab;karKNnaeBjelj karviPaKkMlaMgkñúgrbs;Ggát;TaMg Gs;EdlekItBIkMlaMgBitxageRkARtUv)anbgðajenAkñúgrUbTI 9-10c. smIkarkmμnþnimitþ³ bnÞúk nigkMedAeFVIeGay truss xUcRTg;RTay dUcenHeKRtUvKitsmIkar 9-15 nigsmIkar 9-18 bBa©ÚlKña. edaybMEbkxñateGay)anRtwmRtUv eyIg)an nNL 1⋅ Δ Cv = ∑ + ∑ nαΔTL AE 0.75(600 )(1.8) (1)(400)(2.4) Δ Cv = ( )[ ( )] ( )[ ( )] + 1200 10 − 6 200 10 6 1200 10 − 6 200 10 6 ( )[ ( )] [ ( )] + (− 1.25)(− 500)(3) + (1)1.08 10 − 5 (60)(2.4) 900 10 − 6 200 10 6 Δ C v = 0.00193m = 19.3mm Deflection Using Energy Method T.Chhay -293
  • 14. Department of Civil Engineering NPIC (>%> viFIkmμnþnimitþsMrab;Fñwm nigeRKag (Method of virtual work: beams and frames) eKk¾GaceRbiviFIkmμnþnimitþedIm,IkMNt;PaBdabrbs;Fñwm nigeRKag. edaysarbMErbMrYlrageFob EdlekIteLIgedaysarkarBt;CaktþasMxan;kñúgkareFVIeGayFñwm nigeRKagmanPaBdab dMbUgeyIgniwg BiPakSaBIT§iBlenH. eyIgnwgBiPakSaBIPaBdabEdlbNþalBIkMlaMgkat; kMlaMgtamG½kS kMlaMgrmYl nigbMErbMrYlsItuNðPaBenAkñúgkfaxNÐ 9-6. tamry³eKalkarN_kmμnþnimitþ b¤viFIkMlaMgnimitþ eKGacbegáItrUbmnþsMrab;PaBdabrbs;Fñwm nig PaBrbs;eRKagedayBicarNaelIFñwmEdl)anbgðajenAkñúgrUbTI 9-11a. enATIenH eKRtUvkarkMNt; bMlas;TI Δ rbs;cMNuc A . edIm,IkMNt; Δ eKRtUvdak;kMlaMgÉktþaEdlmanGMeBIenAelIFñwmRtg;cMNuc A tamTisedArbs; Δ ehIyeKRtUvkMNt;m:Um:g;Bt;nimitþ m edayviFImuxkat;enARtg;TItaMg x NamYyBITMrxag eqVg ¬rUbTI 9-11b¦. enAeBlkMlaMgBitmanGMeBIelIFñwm ¬rUbTI 9-11a¦ cMnuc A pøas;TI)an Δ . kñúg krNIEdlkMlaMgTaMgenHeFVIeGaysMPar³eFVIkarenAkñúgtMbn;eGLasÞiclIenEG‘r enaHBIsmIkar 8-2 Fatu dx xUcRTg;RTay b¤vil)an dθ = (M / EI )dx *. enATIenH M Cam:Um:g;Bt;enARtg; x EdlbgáeLIgeday kMlaMgBit. dUcenH kmμnþnimitþxageRkAEdleFVIedaykMlaMgÉktþaKW 1 ⋅ Δ ehIykmμnþnimitþxagkñúgEdleFVI edaym:Um:g; m KW m ⋅ dθ = m(M / EI )dx . plbUkénT§iBlenAelIFatu dx TaMgGs;tambeNþayFñwmtMrUv eGaymankareFVIGaMgetRkal dUcenHsmIkar 9-13 køayCa L mM 1⋅ Δ = ∫ dx (9-18) 0 EI Edl 1= kMlaMgnimitþÉktþaxageRkAEdlmanGMeBIenAelIFñwm b¤eRKagenAkñúgTisedArbs; Δ . * rMlwkfa RbsinebIsMPar³manbMErbMrYlrageFobhYsEdneGLasÞicrbs;va eKk¾GacenAEteRbIeKalkarN_kmμnþnimitþ)anEdr eTaH bICaenAkñúgenHeKRtuvkareRbIkarviPaK nonlinear b¤)øasÞick¾eday. PaBdabedayeRbIviFIfamBl T.Chhay -294
  • 15. mhaviTüal½ysMNg;sIuvil viTüasßanCatiBhubec©keTskm<úCa m=m:Um:g;Bt;nimitþenAkñúgFñwm b¤eRKag EdlsresrCaGnuKmn_én x nigEdlbgáeLIgedaybnÞúk nimitþÉktþaxageRkA. Δ = bMlas;TIrbs;cMNucEdlbgáeLIgedaybnÞúkBitEdlmanGMeBIelIFñwm b¤eRKag. M = m:Um:g;Bt;enAkñúgFñwm b¤eRKag EdlRtUv)ansresrCaGnuKmn_én x ehIyvabgáeLIgeday kMlaMgBit. I = m:Um:g;niclPaBénRkLaépÞmuxkat; EdlRtUv)anKNnaeFobnwgG½kSNWt. E = m:UDuleGLasÞicrbs;Ggát;. tamrebobdUcKña RbsinebIeKRtUvkarkMNt;mMurgVil θ enARtg;cMNucNamYyrbs;Fñwm eKRtUvdak;m:Um:g;mYy ÉktþaenARtg;cMNucenaH ehIyeKRtUvkMNt;m:Um:g;Bt; mθ EdlRtUvKña. edaysarkmμnþénm:Um:g;mYyÉktþaKW L mθ M 1⋅θ = ∫ dx (9-19) 0 EI enAeBlGnuvtþsmIkar 9-18 nig 9-19 eKcaM)ac;RtUvdwgfaGaMgetRkalkMNt;énGgÁxagsþaMCabri- maNénfamBlbMErbMrYlragnimitþEdlrkSaTukenAkñúgFñwm. RbsinebIkMlaMgcMcMNuc b¤m:Um:g;xageRkAeFVIGMeBI enAelIFñwm b¤k¾bnÞúkBRgaymanlkçN³minCab; eKminGaceFVIGaMgetRkalEtmYyenAelIRbEvgTaMgmUlrbs; Fñwm)aneT KWeKRtUveRCIserIskUGredaen x dac;edayELkenAkñúgtMbn;EdlKμanbnÞúkEdlmanlkçN³minCab; ehIykUGredaenrbs; x nImYy²mincaM)ac;mancMnuceKalEtmYyeT b:uEnþkUGredaenrbs; x EdleRCIserIs sMrab;kMNt;m:Um:g;Bt; M BitRtUvEtdUcKñanwgkUGredaen x EdleRCIserIssMrab;kMNt;m:Um:g;Bt; nimitþ m b¤ mθ enAkñúgtMbn;dUcKña. ]TahrN_ BicarNaFñwmEdlbgðajenAkñúgrUbTI 9-12. edIm,IkMNt; bMlas;TIrbs; D eKRtUvBicarNabYntMbn; dUcenHeKRtUvedaHRsayGaMgetRkalEdlmanTMrg; ∫ (mM / EI )dx . eyIgGac eRbI x1 edIm,IkMNt;famBlbMErbMrYlrageFobenAkñúgtMbn; AB / x2 sMrab;tMbn; BC / x3 sMrab;tMbn; DE nig x4 sMrab;tMbn; DC . enARKb;krNITaMgGs; eKeRCIserIs x y:agNaedIm,IkMNt; M nig m ¬b¤ mθ ¦ y:ag gay. Deflection Using Energy Method T.Chhay -295
  • 16. Department of Civil Engineering NPIC PaBdabedayeRbIviFIfamBl T.Chhay -296
  • 17. mhaviTüal½ysMNg;sIuvil viTüasßanCatiBhubec©keTskm<úCa Deflection Using Energy Method T.Chhay -297
  • 18. Department of Civil Engineering NPIC GaMgetRkaledayeRbItarag³ enAeBlrcnasm<½n§rgbnÞúkEdlmanlkçN³samBaØ ehIydMeNaHRsay sMrab;bMlas;TIminRtUvkarGaMgetRkaleRcIn eKGaceRbIviFItamtaragedIm,IedaHRsayGaMgetRkal. edIm,I eFVIEbbenH dMbUgeKRtUvKUrdüaRkamm:Um:g;rbs;Ggát;nImYy²sMrab;bnÞúkBit nigbnÞúknimitþ. edaypÁÚpÁgdüa RkamsMrab; m nig M CamYynwgtaragsMrab;KNna ∫0L mm' dx xageRkam eKGackMNt;GaMgetRkal ∫ mMdx BIrUbmnþsmRsb. ]TahrN_ 9-6 nig 9-8 bgðajBIkarGnuvtþviFIenH. dMeNIrkarkñúgkarviPaK (Procedure for analysis) eKGaceRbICMhanxageRkamedIm,IkMNt;bMlas;TI nig/b¤mMurgVilenARtg;cMNucmYyenAelIExSekag eGLasÞicrbs;Fñwm b¤eRKagedayeRbIviFIkmμnþnimitþ. m:Um:g;Bt;nimitþ m b¤ m θ dak;bnÞúkÉktþaenAelIFñwm b¤eRKagenARtg;cMNucEdleyIgRtUvkarrkbMlas;TIedaymanTisdUcKña. RbsinebIeKRtUvkarkMNt;mMurgVil eKRtUvdak;m:Umg;xageRkAmYyÉktþaenARtg;cMNucEdlcg;rk. : begáItkUGredaen x smRsbEdlmann½yenAkñúgtMbn;rbs;Fñwm b¤eRKagEdlminmanPaBdac;én bnÞúkBit b¤bnÞúknimitþ. CamYynwgkardak;bnÞúknimitþ eKRtUvdkbnÞúkBitTaMgGs;ecjBIFñwm b¤eRKag ehIyKNnam:Um:g;Bt; m b¤ mθ CaGnuKmn_énkUGredaennImYy². snμt; m b¤ mθ eFVIGMeBIkñúgTisedAviC¢mandUcbgðajenAkñúgrUbTI 4-1. m:Um:g;Bt;Bit edayeRbIkUGredaen x dUcKñanwgkarbegáItsMrab;KNna m nig mθ kMNt;m:Um:g;Bt; M EdlbNþal BIkMlaMgBit. edaysareKsnμt; m b¤ mθ manGMeBIkñúgTisedAviC¢man eKcaM)ac;RtUveGay M EdlmanTMhMviC¢man manGMeBIkñúgTisedAdUcKña BIeRBaHkmμnþxagkñúgviC¢man nigkmμnþxagkñúgGviC¢manGaRs½ynwgTisedA rbs;bnÞúk ¬EdlkMNt;eday ± m b¤ ± mθ ¦ nigTisedArbs;bMlas;TI ¬EdlkMNt;eday ± Mdx / EI ¦. smIkarkmμnþnimitþ GnuvtþsmIkarkmμnþnimitþedIm,IkMNt;bMlas; Δ b¤mMurgVilθ Edlcg;)an. eKcaM)ac;RtUvrkSasBaØa BiCKNitrbs;GaMgetRkalnImYy²EdlKNnaCamYynwgtMbn;kMNt;Cak;lak;rbs;va. PaBdabedayeRbIviFIfamBl T.Chhay -298
  • 19. mhaviTüal½ysMNg;sIuvil viTüasßanCatiBhubec©keTskm<úCa RbsinebIplbUkBiCKNitrbs;GaMgetRkalTaMgGs;sMrab;Fñwm b¤eRKagTaMgmUlviC¢man enaH Δ nig θ manTisedAdUcKñanwgbnÞúknimitþÉktþa b¤m:Um:g;nimitþÉktþa erogKña. RbsinebIlT§plrbs;va GviC¢man enaHTisedArbs; Δ b¤ θ nwgpÞúyBITisedArbs;bnÞúknimitþÉktþa nigm:Um:g;nimitþÉktþa. ]TahrN_ 9-4³ kMNt;bMlas;TIrbs;cMNuc B rbs;FñwmEdkEdlbgðajenAkñúgrUbTI 9-13. yk E = / 200GPa I = 500 10 6 mm 4 ( ) . dMeNaHRsay³ m:Um:g;nimitþ m³ eKTTYlbMlas;TItamTisbBaÄrrbs;cMNuc B edaydak;bnÞúknimitþÉktþa1kN enARtg; cMNuc B rUbTI 9-13b. edaykarGegát eyIgeXIjfaminmanPaBdac;énbnÞúkBIt nigbnÞúknimitþenAelI FñwmeT. dUcenH eKGaceRbIkUGredaenH x EtmYyedIm,IkMNt;famBlbMErbMrYlrageFobnimitþ. eKeRCIserIs eKalrbs; x Rtg;cMnuc B edaysareKminRtUvkarrkkMlaMgRbtikmμenARtg;cMNuc A edIm,IkMNt;m:Um:g;Bt; m nig M . edayeRbIviFImuxkat; smIkarrbs;m:Um:g;Bt; m RtUv)anbgðajenAkñúgrUbTI 9-13b. m:Um:g;Bit M³ edayeRbIkUGredaen x dUcKña smIkarm:Um:g;Bt; M RtUv)anbgðajenAkñúgrUbTI 9-13c. smIkarkmμnþnimitþ³ bMlas;TItamTisQrrbs; B KW L mM 10 (− 1x )(− 6 x 2 )dx 1kN ⋅ Δ B = ∫0dx = EI ∫0 EI 1kN ⋅ Δ B = ( ) 15 103 kN 2 .m 3 EI Deflection Using Energy Method T.Chhay -299
  • 20. Department of Civil Engineering NPIC b¤ ΔB = ( ) 15 103 kN .m 3 ( ) 200 10 6 kN / m 2 (500(10 )mm )⎛10 6 4 ⎜ ⎝ −12 m 4 / mm ⎞ 4 ⎟ ⎠ = 0.150m = 150mm ]TahrN_ 9-5³ kMNt;mMurgVilenARtg;cMNuc A rbs;FñwmEdkEdlbgðajenAkñúgrUbTI 9-14. yk E = / 200GPa I = 60 10 6 mm 4 ( ) . dMeNaHRsay³ m:Um:g;nimitþ m ³ eKTTYl)anmMurgVilRtg;cMNuc A edaydak;m:Um:g;nimitþÉktþa1kN .m enARtg;cMNuc A ¬rUbTI θ 9-14b¦. eKk¾GaceRbIkUGredaen x EtmYyedIm,IkMNt;famBlbMErbMrYlrageFobnimitþ. kUGredaenenH maneKalenARtg;cMNuc A edIm,Irkm:Um:g;Bt; mθ nig M . edayeRbIviFImuxkat; smIkarm:Um:g;Bt; mθ RtUv )anbgðajenAkñúgrUbTI 9-14b. m:Um:g;Bit M³ edayeRbIkUGredaen x dUcKña smIkarm:Um:g;Bt; M RtUv)anbgðajenAkñúgrUbTI 9-14c. smIkarkmμnþnimitþ³ mMurgVilenARtg;cMNuc A KW mθ M (1kN .m )θ A = ∫0 L dx EI ⎛ 3⎞ (− 1)⎜ − x ⎟ ⎜ 3 ⎟ =∫ 3 ⎝ ⎠ dx 0 EI 1 3 3 3EI ∫0 = x dx 6.75 = ( ) ( ( ) )( 200 10 6 kN / m 2 60 10 6 mm 4 10 −12 m 4 / mm 4 ) PaBdabedayeRbIviFIfamBl T.Chhay -300
  • 21. mhaviTüal½ysMNg;sIuvil viTüasßanCatiBhubec©keTskm<úCa b¤ θ A = 0.000563rad ]TahrN_ 9-6³ kMNt;mMurgVilθ enARtg;cMNuc B rbs;FñwmEdkEdlbgðajenAkñúgrUbTI 9-15a. yk / E = 200GPa I = 60 10 6 mm 4 ( ) . dMeNaHRsay³ m:Um:g;nimitþ m ³ eKkMNt;mMurgVilRtg;cMNuc B edaydak;m:Um:g;nimitþÉktþa1kN.m enARtg;cMNuc B ¬rUbTI 9- θ 15b¦. enATIenH eKRtUveRCIserIskUGredaen x cMnYnBIr edIm,IkMNt;famBlbMErbMrYlrageFobnimitþenAkñúg Fñwm. eKKNnafamBlbMErbMrYlrageFobenAkñúgGgát; AB nigGgát; BC edayeRbIkUGredaen x1 nig x2 erogKña. eKKNnam:Um:g;Bt; mθ enAkñúgGgát;nImYy²edayeRbIviFImuxkat;dUcbgðajenAkñúgrUbTI 9-15b. m:Um:g;Bit M³ edayeRbIkUGredaen x1 nig x2 dUcKña enaHsmIkarm:Um:g;Bt; M RtUv)anbgðajenAkñúgrUbTI 9-15c. smIkarkmμnþnimitþ³ mMurgVilRtg;cMNuc B RtUv)aneGayeday Deflection Using Energy Method T.Chhay -301
  • 22. Department of Civil Engineering NPIC mθ M L 1⋅θ B = ∫ dx 0 EI 5 (0 )(− 3 x1 )dx1 5 (1)[− 3(5 + x 2 )]dx 2 =∫ +∫ 0 EI 0 EI − 112.5kN .m 2 θB = (1) EI eyIgk¾GacKNnaGaMgetRkal ∫ mθ Mdx tamRkaPicedayeRbItaragsMrab;KNnaGaMgetRkalxagelI ∫0 mm' dx . dMbUgeKcaM)ac;KUrdüaRkamm:Um:g; sMrab;FñwmenAkñúgrUbTI 9-15b nig 9-15c. ehIydüaRkam L m:Um:g;TaMgenHRtUv)anbgðajenAkñúgrUbTI 9-15d nig 9-15e erogKña. edaysarvaKμanm:Um:g; m sMrab; 0 ≤ x < 5m eyIgGaceRbIEtRkLaépÞqUtragctuekaN nigRkLaépÞqUtragctuekaNBñayedIm,IKNna GaMgetRkal. edayrkrUbragsmRsbTaMgenHenAkñúgCYredk nigCYrQrrbs;tarag eyIgman mθ (M 1 + M 2 )L = (1)(− 15 − 30 )5 10 1 1 ∫5 mθ Mdx = 2 2 = −112.5kN 2 .m 3 tMélenHdUcKñanwglT§plEdl)ankMNt;enAkñúgsmIkar (1). dUcenH − 112.5kN 2 .m 3 (1kN .m )θ B = ( ) [ ( ) ]( 200 10 6 kN / m 2 60 10 6 mm 4 10 −12 m 4 / mm 4 ) θ B = −0.00928rad sBaØaGviC¢manbgðajfaθ B manTisedApÞúyeTAnwgTisedArbs;m:Um:g;nimitþEdlbgðajenAkñúgrUbTI 9-15b. ]TahrN_ 9-7³ kMNt;bMlas;TIenARtg;cMNuc D rbs;FñwmEdkEdlbgðajenAkñúgrUbTI 9-16a. yk / E = 200GPa I = 300 10 6 mm 4 ( ) . dMeNaHRsay³ m:Um:g;nimitþ m³ FñwmrgkMlaMgnimitþÉktþaenARtg;cMNuc D dUcbgðajenAkñúgrUbTI 9-16b. tamkarGegát eK RtUveRbIkUGredaenbIdUcCa x1 / x2 nig x3 edIm,IRKbdNþb;RKb;tMbn;TaMgGs;rbs;Fñwm. cMNaMfa kUGredaen TaMgenHRKbdNþb;tMbn;EdlbnÞúkBit b¤bnÞúknimitþEdlmanGMeBIelIFñwmminmanPaBdac;. eKKNnam:Um:g;Bt; m enAkñúgrUbTI 9-16b edayeRbIviFImuxkat;. m:Um:g;Bit M³ dMbUgeKRtUvkMNt;Rbtikmμrbs;Fñwm bnÞab;mkedayeRbIIkUGredaen x dUcKñanwgkUGredaenEdl eRbIsMrab;KNna m eKkMNt;m:Um:g;Bt; M dUcbgðajenAkñúgrUbTI 9-16c. smIkarkmμnþnimitþ³ edayGnuvtþsmIkarkmμnþnimitþeTAelIFñwmedayeRbITinñn½yenAkñúgrUbTI 9-16b nig 9- 16c eyIg)an PaBdabedayeRbIviFIfamBl T.Chhay -302
  • 23. mhaviTüal½ysMNg;sIuvil viTüasßanCatiBhubec©keTskm<úCa L mM 1⋅ Δ D = ∫ dx 0 EI 4.5 (− 1x1 )(0 )dx1 3 (0.75 x 2 − 4.5)(35 x2 )dx 2 3 (− 0.75 x3 )(120 − 5 x3 ) =∫ +∫ +∫ dx3 0 EI 0 EI 0 EI 0 472.5 371.25 843.75kN .m 3 ΔD = − − =− EI EI EI EI − 843.75kN .m 3 b¤ ΔD = [200(10 kN / m )][300(10 )(10 )m ] 6 2 6 −12 4 = −0.0141m = −14.1mm sBaØaGviC¢manbgðajfabMlas;TImanTiseLIgelI EdlpÞúyeTAnwgTisedAcuHeRkamrbs;bnÞúkÉktþa ¬rUbTI 9-16b¦. ehIycMNaMfa eKmincaM)ac;KNna m1 edaysar M 1 = 0 . Deflection Using Energy Method T.Chhay -303
  • 24. Department of Civil Engineering NPIC ]TahrN_ 9-8³ kMNt;bMlas;TItamTisedkenARtg;cMNuc C enAelIeRKagEdlbgðajenAkñúgrUbTI 9- 17a. yk E = 200GPa / I = 235(106 )mm 4 sMrab;Ggát;TaMgBIr. dMeNaHRsay³ m:Um:g;nimitþ m³ edIm,IPaBgayRsYl eyIgnwgeRbIkUGredaen x1 nig x2 enAkñúgrUbTI 9-17a. bnÞúkmYy ÉktþaRtUv)andak;enARtg;cMnuc C rUbTI 9-17b. ehtuGVI? kMlaMgRbtikmμ nigm:Um:g;Bt;RtUv)anKNnadUc bgðaj. PaBdabedayeRbIviFIfamBl T.Chhay -304
  • 25. mhaviTüal½ysMNg;sIuvil viTüasßanCatiBhubec©keTskm<úCa m:Um:g;Bit M³ tamrebobdUcKña kMlaMgRbtikmμ nigm:Um:g;Bt; M BitRtUv)anKNna nigbgðajenAkñúgrUbTI 9- 17c. smIkarkmμnþnimitþ³ edayeRbITinñn½yenAkñúgrUbTI 9-17b nig 9-17c eyIg)an 3 (1x1 )( 180 x1 − 30 x1 )dx1 2.4 (1.25 x 2 )(112.5 x 2 )dx 2 2 L mM 1⋅ Δ C = h ∫0 dx = EI ∫0 EI + ∫0 EI 1012.5 648 1660.5kN .m 3 Δ Ch = + = (1) EI EI EI eKk¾GaceFVIGaMgetRkal ∫ mMdx tamRkaPicedayeRbItaragsMrab;KNnaGaMgetRkal ∫0L mm' dx . düa Rkamm:Um:g;sMrab;eRKagenAkñúg rUbTI 9-17b nig 9-17c RtUv)anbgðajenAkñúgrUbTI 9-17d nig 9-17e erogKña. dUcenH edayeRbIrUbmnþ sMrab;ragRsedogKñaenAkñúgtaragsMrab;KNnaGaMgetRkal ∫0L mm' dx eyIg)an ∫ mMdx = 12 (3)(270)(3) + 3 (3)(270)(2.4) 5 1 = 1012.5 + 648 = 1660.5kN 2 .m 3 lT§plenHdUcKñaeTAnwglT§plEdl)anBIkarKNnaenAkñúgsmIkar (1). dUcenH 1660.5kN .m 3 Δ Ch = [200(10 )kN / m ][235(10 )(10 )m ] 6 2 6 −12 4 = 0.0353m = 35.3mm ]TahrN_ 9-9³ kMNt;mMurgVilenARtg;cMNuc C rbs;eRKagEdlbgðajenAkñúgrUbTI 9-18a. yk / E = 200GPa I = 15 10 6 mm 4 ( ) . Deflection Using Energy Method T.Chhay -305
  • 26. Department of Civil Engineering NPIC dMeNaHRsay³ m:Um:g;nimitþ m ³ eKRtUveRbIkUGredaen x1 nig x2 EdlbgðajenAkñúgrUbTI 9-18a. eKRtUvdak;m:Um:g;mYy θ ÉktþaenARtg;cMNuc C rYcKNnam:Um:g;Bt; mθ rUbTI 9-18b. m:Um:g;Bit M³ tamrebobdUcKña m:Um:g;Bt; M BitRtUv)anKNnadUcbgðajenAkñúgrUbTI 9-18c. smIkarkmμnþnimitþ³ edayeRbITinñn½yenAkñúgsmIkar 9-18b nig 9-18c eyIg)an 1⋅θC = ∫ L mθ M dx = ∫ 3 (− 1)(− 2.5 x1 )dx1 + 2(1)(7.5)dx2 0 EI 0 EI ∫0 EI 11.25 15 26.25kN .m 2 θC = + = EI EI EI 26.25kN .m 2 b¤ θC = ( ) [ ( ) ]( 200 10 6 kN / m 2 15 10 6 mm 4 10 −12 m 4 / mm 4 ) = 0.00875rad (>^> famBlbMErbMrYlrageFobnimitþEdlbNþalBIbnÞúktamG½kS kMlaMgkat; kMlaMgrmYl nigsItuNðPaB (Virtual strain energy caused by axial load, shear, torsion and Temperature) eTaHbICaPaBdabrbs;Fñwm nigeRKagbgáeLIgedayfamBlbMErbMrYlrageFobEdlbNþalBIm:Um:g; Bt;CacMbgk¾eday k¾enAkñúgrcnasm<½n§xøHfamBlbMErbMrYlrageFobbEnßménkMlaMgtamG½kS kMlaMgkat; kMlaMgrmYl nigsItuNðPaBGackøayCasMxan;. eyIgnwgsikSaBIT§iBlnImYy²enATIenH. kMlaMgtamG½kS³ Ggát;rbs;eRKagGacrgkMlaMgtamG½kS ehIyeKGacsresrsmIkarfamBlbMErbMrYlrag eFobEdlbNþalBIkM;laMgenHdUcenAkñúgkfaxNÐ 9-4. sMrab;Ggát;Edlmanmuxkat;efr eyIgman nNL Un = (9-20) AE Edl n= kMlaMgtamG½kSnimitþxagkñúgEdlbNþalBIkMlaMgnimitþÉktþaxageRkA. N = kMlaMgtamG½kSxagkñúgenAkñúgGgát;EdlbNþalBIkMlaMgBit. E = m:UDuleGLasÞicsMrab;sMPar³. A = RkLaépÞmuxkat;rbs;Ggát;. L = RbEvgrbs;Ggát;. PaBdabedayeRbIviFIfamBl T.Chhay -306
  • 27. mhaviTüal½ysMNg;sIuvil viTüasßanCatiBhubec©keTskm<úCa kMlaMgkat;³ edIm,IkMNt;famBlbMErbMrYlrageFobenAkñúgFñwmEdlbNþalBI kMlaMgkat; eyIgnwgBicarNa FatuGnnþtUc dx rbs;FñwmEdlbgðajenAkñúgrUbTI 9-19. kMhUcRTg;RTayedaykMlaMgkat; (shearing distortion) dy rbs; FatuGnnþtUcEdlbNþal BIkMlaMgBitKW dy = γdx . RbsinebIbMErbMrYlrag eFobedaysarkMlaMgkat; (shearing strain) γ EdlbNþalBIkMlaMgkat;man GMeBIelIsMPar³eGLasÞiclIenEG‘r enaHeKGacGnuvtþc,ab;h‘Uk γ = τ / G . dUc enH dy = (τ / G )dx . eyIgGacsresrkugRtaMgkat;Caτ = K (V / A) Edl K CaemKuNrag (form factor) EdlGaRs½ynwgrUbragénRkLaépÞmuxkat; A rbs;Fñwm. dUcenHeyIgGacsresr dy = K (V / GA)dx . sMrab;FñwmTaMgmUl eKGackMNt;famBlbMErbMrYlrageFobnimitþedayGaMgetRkal L ⎛ vV ⎞ Us = ∫ K⎜ ⎟dx (9-21) 0 ⎝ GA ⎠ Edl v=kMlaMgkat;nimitþxagkñúgenAkñúgGgát;EdlRtUv)ansresrCaGnuKmn_én x ehIybNþalBIbnÞúk nimitþÉktþaxageRkA. V = kMlaMgkat;xagkñúgenAkñúgGgát;EdlRtUv)ansresrCaGnuKmn_én x ehIybNþalBIkMlaMgBit. A = RkLaépÞmuxkat;rbs;Ggát;. K = emKuNragsMrab;RkLaépÞmuxkat; (form factor for cross-sectional area) K = 1.2 sMrab;muxkat;ctuekaN K = 10 / 9 sMrab;muxkat;rgVg; K ≈ 1.0 sMrab;FñwmGkSr I Edl A CaRkLaépÞrbs;RTnug G = m:UDuleGLasÞicénkMlaMgkat; (shear modulus of elasticity) sMrab;sMPar³. kMlaMgrmYl³ CaerOy²rcnasm<½n§bITMhM ¬kñúglMh¦ rgkMlaMgrmYl. RbsinebIGgát;manmuxkat;mUl enaH muxkat;rbs;vaminman warping ekIteLIgeT enAeBlEdlvargbnÞúk. CalT§pl eKGacsresrfamBl bMErbMrYlrageFobenAkñúgGgát;)anedayRsYl edayBicarNaelIFatu GnnþtUc dx rbs;Ggát;Edlrgm:Um:g; rmYl T ¬rUbTI 9-20¦. kMlaMg rmYlenHeFVIeGaymanbMErbMrYlrageFobkMlaMgkat; γ = (cdθ ) / dx . kñúg krNIsMPar³manlkçN³ eGLasÞiclIenEG‘r enaH γ = τ / G Edlτ = Tc / J . dUcenH mMurmYl dθ = (γdx )/ c = (τ / Gc)dx = Deflection Using Energy Method T.Chhay -307
  • 28. Department of Civil Engineering NPIC (T / GJ )dx . RbsinebIeKdak;kMlaMgnimitþÉktþaeTAelIrcnasm<½n§EdleFVIeGay mankMlaMgrmYlxagkñúg t enAkñúgGgát; enaHeRkayBIkarGnuvtþkMlaMgBit famBlbMErbMrYlrageFobenAkñúg Ggát;elIRbEvg dx KW dU t = tdθ = tTdx / GJ . edayeFVIGaMgetRkalelIRbEvg L rbs;Ggát; eyIg)an³ tTL Ut = (9-22) GJ Edl kMlaMgrmYlnimitþxagkñúgEdlbNþalBIbnÞúknimitþÉktþaxageRkA. t= T = kMlaMgrmYlxagkñúgenAkñúgGgát;EdlbNþalBIkMlaMgBit. G = m:UDuleGLasÞicénkMlaMgkat; (shear modulus of elasticity) sMrab;sMPar³. J = m:Um:g;niclPaBb:UElrsMrab;muxkat;/ J = πc 4 / 2 Edl c CakaMrbs;muxkat;. K = RbEvgrbs;Ggát;. eKRtUvkMNt;famBlbMErbMrYlrageFobEdlbNþalBIkMlaMgrmYlsMrab;Ggát;Edlmanmuxkat;minEmnmUl edayeRbIkarviPaKEdlmanlkçN³hμt;ct;CagGVIEdl)anerobrab;enATIenH. kMlaMgrmYl³ enAkñúgkfaxNÐ 9-4 eyIg)anBicarBaelIT§iBlénbMErbMrYlsItuNðPaBesμI dT enAelIGgát; truss ehIy)anbgðajfaGgát;nwglUt b¤rYjxøIedaybrimaN dL = αΔTL . b:uEnþ enAkñúgkrNIxøH rcna- sm<½n§ GacrgsItuNðPaBxusKñaelImuxkat;TaMgmUl dUckñúgkrNIénFñwmEdl)anbgðajenAkñúgrUbTI 9-21a. kñúgkrNIEbbenH eKGackMNt;bMlas;TIrbs;cMNuctambeNþayExSekageGLasÞicrbs;FñwmedayeRbI eKalkarN_kmμnþnimitþ. edIm,IGnuvtþeKalkarN_kmμnþnimitþ dMbUgeyIgRtUvKNnabrimaNmMurgVilrbs;Fatu GnnþtUc dx rbs;FñwmEdlbNþalmkBIbMErbMrYlkMedA (thermal gradient) EdlmanGMeBIelImuxkat;Fñwm. eyIgnwgeRCIserIskrNIsamBaØbMputrbs;FñwmEdlmanG½kSNWtsßitenABak;kNþalkMBs; (c ) rbs;muxkat; Fñwm. RbsinebIeyIgKUrTMrg;énbMErbMrYlsItuNðPaBenAkñúgmuxkat; ¬rUbTI 9-21b¦ eyIgeXIjfasItuNð- PaBmFümKW Tm = (T1 + T2 ) / 2 . RbsinebI T1 > T2 enaHbMErbMrYlsItuNðPaBenATItaMgxagelIbMputeFVI eGayFatuGnnþtUcmanbMErbMrYlrageFoblUt ehIybMErbMrYlrageFobrbs;FatuGnnþtUcenATItaMgxageRkam bMputrYj. enAkñúgkrNITaMgBIr bMErbMrYlsItuNðPaBKW ΔTm = T1 − Tm = Tm − T2 . edaysarbMErbMrYlkMedA rbs;RbEvgenAxagelIbMput nigenAxageRkambMputKW δx = αΔTm dx ¬rUbTI 9-21c¦ enaHmMurgVilrbs;Fatu GnnþtUcKW αΔTm dx dθ = c RbsinebIeyIgGnuvtþkMlaMgnimitþÉktþaenARtg;cMNucmYyenAelIFñwmEdleKRtUvkarkMNt;bMlas;TI b¤Gnuvtþ m:Um:g;nimitþÉktþaenARtg;cMNucEdlRtUvkarkMNt;bMlas;TIEdlKitCamMurgVilrbs;bnÞat;b:H enaHkMlaMgTaMg PaBdabedayeRbIviFIfamBl T.Chhay -308
  • 29. mhaviTüal½ysMNg;sIuvil viTüasßanCatiBhubec©keTskm<úCa enHnwgbegáItm:Um:g;nimitþ m enAkñúgFñwmRtg;cMNucEdlFatuGnnþtUc dx sßitenA. enAeBlEdlbMErbMrYl sItuNðPaBmanGMeBI enaHfamBlbMErbMrYlrageFobnimitþenAkñúgFñwmKW L mαΔTm dx U temp = ∫ (9-23) 0 c Edl m= m:Um:g;nimitþxagkñúgEdlsmIkarrbs;vaRtUv)ansresrCaGnuKmn_eTAnwg x ehIyEdlbNþal BIbnÞúknimitþÉktþaxageRkA b¤m:Um:g;nimitþÉktþa. α = emKuNlUtkMedA. ΔTm = bMErbMrYlsItuNðPaBrvagsItuNðPaBmFüm nigsItuNðPaBenAxagelI b¤enAxageRkambMput rbs;Fñwm. c = kMBs;Bak;kNþalrbs;muxkat;Fñwm. elIkElgEtmankarbBa¢ak; ebImindUcenaHeTcMeNaTenAkñúgesovePAenHnwgBicarNaEtPaBdabrbs;Fñwm nigPaBdabrbs;eRKagEdlbNþalBIm:Um:g;Bt;Etb:ueNÑaH. b:uEnþ CaTUeTAGgát;Fñwm nigeRKagGacrgnUvbnÞúk epSg²CaeRcIndUcEdl)anerobrab;enAkñúgkfaxNÐenH. b:uEnþ dUcEdl)anerobrab;rYcenAkñúgkfaxNÐmun² PaBdabbEnßmEdlbNþalBIkMlaMgkat; kMlaMgtamG½kS eFIVeGayPaBdabrbs;FñwmERbRbYlRtwmEtBIr b¤bI PaKryb:ueNÑaH. edaysarmUlehtuenH CaTUeTAeKecalvakñúgkarviPaK. RbsinebIeKKitT§iBlEdl)an erobrab;enAkñúgkfaxNÐenH eKGacbUkbBa©ÚlfamBlbMErbMrYlrageFobnimitþEdl)ankMNt;enAkñúgsmIkar 9-20 dl; 9-23 eTAkñúgsmIkarkmμnþnimitþEdl)ankMNt;edaysmIkar 9-18 b¤ 9-19. ]TahrN_xag eRkambgðajBIkarGnuvtþénsmIkarTaMgenH. ]TahrN_ 9-10³ kMNt;bMlas;TItamTisedkrbs;cMNuc C enAelIeRKagEdlbgðajenAkñúgrUbTI 9- 22a edayKitbBa©ÚlfamBlbMErbMrYlrageFobxagkñúgEdlbNþalBIkMlaMgtamG½kS nigkMlaMgkat;. yk E = 200GPa / G = 80GPa / I = 235(10 6 )mm 4 ehIy A = 50(103 )mm 2 sMrab;Ggát;TaMgBIr. muxkat; Deflection Using Energy Method T.Chhay -309
  • 30. Department of Civil Engineering NPIC rbs;Ggát;manragctuekaN. dMeNaHRsay³ enATIenH eyIgRtUvEtGnuvtþkMlaMgÉktþaedkRtg;cMNuc C . düaRkamGgÁesrIEdlcaM)ac;sMrab;bnÞúkBit nig bnÞúknimitþRtUv)anbgðajenAkñúgrUbTI 9-22b nig 9-22c. m:Um:g;Bt;³ famBlbMErbMrYlrageFobnimitþEdlbNþalBIm:Um:g;Bt;RtUv)anKNnaenAkñúg]TahrN_ 9-8. vaRtUv)anbgðajdUcxageRkam³ PaBdabedayeRbIviFIfamBl T.Chhay -310
  • 31. mhaviTüal½ysMNg;sIuvil viTüasßanCatiBhubec©keTskm<úCa L mMdx 1660.5kN 2 .m 3 1660.5kN 2 .m 3 Ub = ∫ 0 EI = EI = [ ( ) ][ ( )( ) ] 200 10 6 kN / m 2 235 10 6 10 −12 m 4 = 0.0353kN .m = 35.3kN .mm kMlaMgtamG½kS³ BITinñn½yenAkñúgrUbTI 9-22b nig 9-22c eyIgman nNL Ua = ∑ AE 1.25kN (112.5kN )(3m ) 1kN (0 )(2.4m ) = [50(10 )(10 )m ][80(10 )kN / m ] [50(10 )(10 )m ][80(10 )kN / m ] 3 −6 2 6 2 + 3 −6 2 6 2 = 0.000105kN .m = 0.105kN .mm kMlaMgkat;³ edayGnuvtþsmIkar 9-21 CamYynwg K = 1.2 sMrab;muxkat;ctuekaN nigedayeRbIGnuKmn_ kMlaMgkat;EdlbgðajenAkñúgrUbTI 9-22b nig 9-22c eyIg)an L ⎛ vV ⎞ Us = ∫ K⎜ ⎟dx 0 ⎝ GA ⎠ 31.2(1)(180 − 60 x1 )dx1 2.4 1.2(− 1.25)(− 112.5)dx2 =∫ +∫ 0 GA 0 GA 2 729kN .m = [ ( ) ][ ( )( ) ] 80 10 6 kN / m 2 50 103 10 − 6 m 2 = 0.000182kN .mm = 0.182kN .mm edayGnuvtþsmIkarkmμnþnimitþ eyIg)an 1kN ⋅ Δ C h = 35.3kN .mm + 0.105kN .mm + 0.182kN .mm Δ C h = 35.59mm T§iBlénkMlaMgkat; nigkMlaMgtamG½kSeFVIeGaybMlas;TIekIneLIgRtwmEt 0.8% b:ueNÑaH ebIeRbobeFob nwgbMlas;TIEdlbNþalBIm:Um:g;Bt;;. ]TahrN_ 9-11³ FñwmEdlbgðajenAkñúgrUbTI 9-23a RtUv)aneRbIenAkñúgGKarEdlrgnUvkMedAxusKñaBIr. RbsinebIsItuNðPaBenAépÞxagelIrbs;FñwmKW 25o C ehIysItuNðPaBenAépÞxageRkamKW 70o C cUrkMNt; PaBdabtamTisbBaÄrrbs;FñwmenARtg;cMNuckNþalFñwmEdlbNþalBIbMErbMrYlsItuNðPaB. yk α = 11.7( −6 )/ o C . 10 dMeNaHRsay³ edaysareKRtUvkarkMNt;PaBdabenAkNþalElVgrbs;Fñwm eKRtUvdak;bnÞúknimitþÉktþaenATIenaH ehIyeK RtUvKNnam:Um:g;Bt;nimitþenAkñúgFñwm ¬rUbTI 9-23b¦. Deflection Using Energy Method T.Chhay -311
  • 32. Department of Civil Engineering NPIC sItuNðPaBmFümenAcMNuckNþalrbs;muxkat;FñwmKW (70o C + 25o C )/ 2 = 47.5o C . sMrab;kar GnuvtþsmIkar 9-23, ΔTm = 47.5o C − 25o C = 22.5o C . ehIy C = 250mm / 2 = 125mm . eday GnuvtþeKalkarN_kmμnþnimitþ eyIg)an L mαΔTm dx 1N ⋅ Δ C v = ∫ 0 c ⎛1 ⎞ 1500 mm ⎝ 2 ⎠ ( ) −6 o ( ) ⎜ x ⎟11.7 10 / C ⋅ 22.5 C o = 2∫ dx 0 125mm Δ C v = 2.37 mm lT§plbgðajfavaCaPaBdabEdlGacecal)an. (>&> RTwsþIbTrbs;kasÞIKøIy:aNU (Castigliano’s theorem) enAqñaM 1879 Gal;Eb‘tU kasÞIKøIy:aNU visVkrpøÚvrfePøIgsBaØatiGIutalI)ane)aHBum<pSayesovePA mYyk,alEdlENnaMBIviFIsMrab;kMNt;PaBdab b¤mMurgVilenARtg;cMNucmYyenAkñúgrcnasm<½n§EdlGacCa truss, Fñwm b¤k¾eRKag. viFIenH ¬EdleKeGayeQμaHfaRTwsþITIBIrrbs;kasÞIKøIy:aNU b¤viFIkmμnþGb,brma¦ eRbI)ancMeBaHEtrcnasm<½n§EdlmansItuNðPaBefr TMrEdlminyal (unyielding support) nigeFVIBI sMPar³eGLasÞiclIenEG‘r. RbsinebIeKRtUvkarkMNt;bMlas;TI RTwsþIeBalfabMlas;TIesμInwgedrIev eday EpñkelIkTImYyénfamBlbMErbMrYlrageFobenAkñúgeRKOgbgÁúMtamkMlaMgEdlmanGMeBIenARtg;cMNucenaH nigkñúgTisrbs;bMlas;TI. tamrebobdUcKña mMurgVilenARtg;cMNucmYyenAkñúgeRKOgbgÁúMesμInwgedrIev eday EpñkelIkTImYyénfamBlbMErbMrYlrageFobenAkñúgeRKOgbgÁúMtamm:Um:g;EdlmanGMeBIenARtg;cMNucenaH nig kñúgTisrbs;mMurgVil. PaBdabedayeRbIviFIfamBl T.Chhay -312
  • 33. mhaviTüal½ysMNg;sIuvil viTüasßanCatiBhubec©keTskm<úCa edIm,ITTYl)anRTwsþITIBIrrbs;kasÞIKøIy:aNU eKRtUvBicarNaGgÁFatu ¬rcnasm<½n§¦EdlmanragTUeTA NamYyEdlrg n es‘rIénkMlaMg P1 / P2 ..., Pn . edaysarkmμnþxageRkAeFVIedaykMlaMgTaMgenHesμInwg famBlbMErbMrYlragxagkñúgEdlrkSaTukenAkñúgGgÁFatu eyIgGacsresr Ui = Ue kmμnþxageRkACaGnuKmn_énbnÞúkxageRkA ¬U e = ∑ ∫ Pdx ¦. dUcenH U i = U e = f (P , P2 ,..., Pn ) 1 LÚv RbsinebIkMlaMg Pi mYyénkMlaMgxagelIekIneLIgedaybrimaNDIegr:g;Esül dPi kmμnþxagkñúgk¾ ekIneLIg ehIyfamBlbMErbMrYlrageFobfμIkøayCa ∂U i U i + dU i = U i + dPi (9-24) ∂Pi b:uEnþ tMélenHminGaRs½yeTAnwglMdab;énkarGnuvtþ n kMlaMgeTAelIGgÁFatueT. ]TahrN_ RbsinebIeyIg GnuvtþCadMbUgnUv dPi eTAelIGgÁFatu bnÞab;mkvanwgeFVIeGayGgÁFatumanbMlas;TIedaybrimaNDIepr:g;- Esül dΔi eTAtamTisedArbs; dPi . tamsmIkar 9-3 ¬U c = PΔ / 2 ¦ ehIykMeNInrbs;famBlbMEr bMrYlrageFobKW 12 dPi dΔ i . b:uEnþ brimaNenHCaDIepr:g;EsüldWeRkTIBIr dUcenHeyIgGacecalva)an. kar GnuvtþbnþénbnÞúk P1, P2 , ..., Pn EdleFVIeGayGgÁFatupøas;TI Δ1, Δ 2 , ..., Δ n begáIt)anCafamBl bMErbMrYlrageFob. U i + dU i = U i + dPi Δ i (9-25) enATIenH EdldUcBIelIkmun U i CafamBlbMErbMrYlrageFobxagkñúgGgÁFatuEdlbgáeLIgedaybnÞúk P1, P2 , ..., Pn nig dU i = dPi Δ i CafamBlbMErbMrYlrageFobbEnßmEdlbgáeday dPi ¬smIkar 9-4/ U e = PΔ' ¦. Casegçb smIkar 9-24 CafamBlbMErbMrYlrageFobenAkñúgGgÁFatuEdlkMNt;CadMbUgedayGnuvtþ P , P2 , ..., Pn bnÞab;mk dPi ehIysmIkar 9-25 CafamBlbMErbMrYlrageFobEdlkMNt;CadMbUgeday 1 Gnuvtþ dPi bnÞab;mk P1, P2 , ..., Pn . edaysarsmIkarTaMgBIrenHRtUvEtesμIKña eyIgtMrUveGay ∂U i Δi = (9-26) ∂Pi bMlas;TI Δ i eTAtamTIrbs; Pi esμInwgedrIevedayEpñkelIkTImYyénfamBlbMErbMrYlrageFobtam Pi . * * RTwsþITImYyrbs;køasÞIKøIy:aNUmanlkçN³RsedogeTAnwgRTwsþITIBIrrbs;Kat;Edr EtP¢ab;TMnak;TMngrvagkMlaMg P eTAnwgedrIev i edayEpñkénfamBlbMErbMrYlrageFobtambMlas;TIEdlRtUvKña eBalKW P = ∂U / ∂Δ . karedaHRsaymanlkçN³RsedogKña i i i Deflection Using Energy Method T.Chhay -313
  • 34. Department of Civil Engineering NPIC eKRtUvcMNaMfasmIkar 9-26 CaBMenalGMBIPaBRtUvKñaénrcnasm<½n§ (structure’s compatibility). ehIykareFVIedrIevxagelITamTareGayBicarNaEtkarrkSakMlaMg (conservative force) sMrab;karviPaK. kMlaMgTaMgenHeFVIkmμnþedayminGaRs½yeTAnwgKnøg dUcenHvamin)aneFVIeGay)at;bg;famBleT. eday sareKeGaykMlaMgmanGMeBIEtkñúglkçxNÐeGLasÞiclIenEG‘r dUcenHRTwsþIenHGnuvtþcMeBaHEtsMPar³Edl eFVIkarkñúgtMbn;eGLasÞiclIenEG‘rb:ueNÑaH. vamindUcnwgviFIkMlaMgnimitþEdl)anerobrab;enAkñúgkfaxNÐ elIkmun EdlGacGnuvtþeTAelIkareFVIkarCalkçN³eGLasÞic nigmineGLasÞic (inelastic). (>*> RTwsþIbTrbs;kasÞIKøIy:aNUsMrab; trusses (Castigliano’s theorem for trusses) famBlbMErbMrYlrageFobsMrab;Ggát;rbs; truss RtUv)aneGayedaysmIkar 9-9/U i = N 2 L / 2 AE edayCMnYssmIkarenHeTAkñúgsmIkar 9-26 niglubecalsnÞsS i eyIg)an ∂ N 2L Δ= ∑ ∂P 2 AE CaTUeTA vamanlkçN³gayRsYlCagkñúgkareFVIDIepr:g;EsülmunkareFVIplbUk. enAkñúgkrNITUeTA L / A nig E CacMnYnefrsMrab;Ggát;EdleGay dUcenHeyIgGacsresr ⎛ ∂N ⎞ L Δ = ∑ N⎜ ⎟ (9-27) ⎝ ∂P ⎠ AE Edl bMlas;TIéntMNrbs; truss. Δ= P = kMlaMgxageRkAEdlGnuvtþeTAelItMN truss tamTisedArbs; Δ . N = kMlaMgxagkñúgrbs;Ggát;EdlbNþalBIkMlaMg P nigbnÞúkenAelI truss. L = RbEvgrbs;Ggát;. A = RkLaépÞmuxkat;rbs;Ggát;. E = m:UDuleGLasÞicrbs;Ggát;. smIkarenHRsedogeTAnwgsmIkarEdleRbIsMrab;viFIkmμnþnimitþ ¬smIkar 9-15, 1⋅ Δ = ∑ nNL / AE ¦ Edl n RtUv)anCMnYseday ∂N / ∂P . cMNaMfa edIm,IkMNt;edrIevedayEpñk eKcaM)ac;RtUvcat;Tuk P dUcCa Gefr ehIyelIsBIenH eKRtUvsresrkMlaMgkñúgGgát; N nImYy²CaGnuKmn_eTAnwgkMlaMg P . CalT§pl karKNna ∂N / ∂P TamTarnUvkarKNnaeRcInCagkarKNnakMlaMg n nImYy²edaypÞal;. tYTaMgenHman eTAnwgGVIEdleGaykñúgkfaxNÐ 9-7 nigdUceTAnwgviFIbMlas;TInimitþ. RTwsþIkasÞIKøIy:aNUGnuvtþ)ancMeBaHsMPar³eGLasÞic nigmin eGLasÞic. mü:ageTot viFIenHbgðajBItMrUvkarlMnwgsMrab;eRKOgbgÁúM ehIyedaysarvamankMritkñúgkareRbIR)as;kñúgkarviPaKeRKOg bgÁúM vaminRtUv)anelIkykmkniyayenAkñúgesovePAenHeT. PaBdabedayeRbIviFIfamBl T.Chhay -314
  • 35. mhaviTüal½ysMNg;sIuvil viTüasßanCatiBhubec©keTskm<úCa lkçN³dUcKña edaysar n b¤ ∂N / ∂P CabMErbMrYlénkMlaMgkñúgGgát;tambnÞúk P b¤bMErbMrYlenAkñúgkMlaMg Ggát;kñúgelIbnÞúkÉktþa. dMeNIrkarkñúgkarviPaK (Procedure for analysis) eKGaceRbICMhanxageRkamedIm,IkMNt;bMlas;TIrbs;tMN truss edayeRbIRTwsþIkasÞIKøIy:aNU. kMlaMgxageRkA P dak;kMlaMg P enAelI truss enARtg;tMNEdleKcg;kMNt;bMlas;TI. eKsnμt;eGaykMlaMgenHman TMhMERbRbYl ehIymanTistamExSskmμrbs;bMlas;TI. kMlaMgkñúg N kMNt;kMlaMg N enAkñúgGgát;nImYy²EdlbNþalBIbnÞúkBit nigkMlaMgERbRbYl P . snμt;kMlaMg TajviC¢man nigkMlaMgsgát;GviC¢man. KNnaedrIevedayEpñkén ∂N / ∂P sMrab;Ggát;nImYy². eRkayeBlkMNt; N nig ∂N / ∂P rYcehIy dak;tMéleGaykMlaMg P CatMélénkMlaMgBit Rbsin ebIvaCMnYskMlaMgBitEdlmanGMeBIenAelI truss. ebImindUcenaHeT yk P esμInwgsUnü. RTwsþIkasÞIKøIy:aNU GnuvtþRTwsþIkasÞIKøIy:aNUedIm,IkMNt;bMlas;TI Δ Edlcg;)an. eKcaM)ac;RtUvrkSasBaØaBiCKNit sMrab;tMélRtUvKñaén N nig ∂N / ∂P enAeBlCMnYstYTaMgenHeTAkñúgsmIkar. RbsinebI ∑ N (∂N / ∂P )L / AE viC¢man Δ manTisedAdUcnwg P . RbsinebIlT§plmantMél GviC¢man Δ manTispÞúyeTAnwgkMlaMg P . ]TahrN_ 9-12³ kMNt;bMlas;TItamTisQrrbs;tMN C rbs; truss EdlbgðajenAkñúgrUbTI 9-24a. RkLaépÞmuxkat;rbs;Ggát;nImYy²KW A = 400mm2 nig E = 200GPa . dMeNaHRsay³ kMlaMgxageRkA P³ eKdak;kMlaMgbBaÄr P eTAelI truss enARtg;tMN C edaysarvaCacMNucEdleyIgRtUv karkMNt;bMlas;TIbBaÄr ¬rUbTI 9-24b¦. Deflection Using Energy Method T.Chhay -315
  • 36. Department of Civil Engineering NPIC kMlaMgkñúg N³ kMNt;kMlaMgRbtikmμenARtg;TMr truss A nig B ehIylT§plrbs;vaRtUv)anbgðajenAkñúg rUbTI 9-24b. eKGackMNt;kMlaMg N edayeRbIviFItMN ¬rUbTI 9-24c¦*. sMrab;PaBgayRsYl lT§plTaMgenH CamYynwgedrIevedayEpñkén ∂N / ∂P RtUv)anerobCataragdUcxageRkam³ edaysareKminman P dUckMlaMgBitenAelI truss eyIgyk P = 0 enAkñúgtaragxagelI. RTwsþIkasÞIKøIy:aNU³ edayGnuvtþsmIkar 9-27 eyIg)an ⎛ ∂N ⎞ L 10.67kN .m Δ Cv = ∑ N ⎜ ⎟ = ⎝ ∂P ⎠ AE AE edayCMnYs A = 400mm2 = 400(10−6 )m 2 / E = 200GPa = 200(109 )Pa nwgbMEbgxñatrbs; N BI kN eTA N enaHeyIg)an 10.67( 9 )N .m 10 400(10 )m (200( 9 )N / m 2 ) ΔC = v −6 2 = 0.000133m = 0.133mm 10 dMeNaHRsayenHdUcKñanwgdMeNaHRsayedayviFIkmμnþnimitþén]TahrN_ 9-2. * vamanlkçN³gayRsYlCagkñúgkarviPaK truss EtCamYynwgkMlaMg 4kN EdlmanGMeBIelIva bnÞab;mkviPaK truss CamYynwg kMlaMg P elIva. eKGacbUkbBa¢ÚllT§plTaMgBIredIm,ITTYl)ankMlaMg N. PaBdabedayeRbIviFIfamBl T.Chhay -316
  • 37. mhaviTüal½ysMNg;sIuvil viTüasßanCatiBhubec©keTskm<úCa ]TahrN_ 9-13³ kMNt;bMlas;TItamTisedkrbs;tMN D rbs; truss EdlbgðajenAkñúgrUbTI 9-25a. yk E = 200GPa . RkLaépÞmuxkat;rbs;Ggát;nImYy²RtUv)anbgðajenAkñúgrUb. dMeNaHRsay³ kMlaMgxageRkA P³ edaysareKRtUvkarkMNt;bMlas;TItamTisedkrbs; D eKRtUvdak;kMlaMgGefr P enA Rtg;tMN D ¬rUbTI 9-25b¦. kMlaMgkñúg N³ kMNt;kMlaMg N enAkñúgGgát; edayeRbIviFItMN*. lT§plRtUvbgðajenAkñúgrUbTI 9-25b. edayerobcMTinñn½yenAkñúgtarag eyIg)an³ RTwsþIkasÞIKøIy:aNU³ edayGnuvtþsmIkar 9-27 eyIg)an ⎛ ∂N ⎞ L Δ Cv = ∑ N ⎜ ⎟ ⎝ ∂P ⎠ AE 468.75kN .m 202.5kN .m = 0+0+0+ ( ) [ ( ) 385 10 − 6 m 2 200 10 6 kN / m 2 ] + ( ) [ ( ) 577.5 10 − 6 m 2 200 10 6 kN / m 2 ] = 0.00784m = 7.84mm * dUcenAkñúg]TahrN_elIkmun eKGacGnuvtþkarviPaK truss CamYynwgkMlaMg 45kN nigkMlaMg P dac;edayELkBIKña ehIyeFVIkar bUklT§plrbs;vabBa©ÚlKña. Deflection Using Energy Method T.Chhay -317
  • 38. Department of Civil Engineering NPIC ]TahrN_ 9-14³ kMNt;bMlas;TItamTisQrrbs;tMN C rbs; truss EdlbgðajenAkñúgrUbTI 9-26a. snμt;fa A = 300mm2 / E = 200GPa . dMeNaHRsay³ kMlaMgxageRkA P³ kMlaMg 20kN enARtg;cMNuc C RtUv)anCMnYsedaykMlaMgGefr P enARtg;tMN C ¬rUbTI 9-26b¦. kMlaMgkñúg N³ kMNt;kMlaMg N enAkñúgGgát; edayeRbIviFItMN. lT§plRtUv)ansegçbenAkñúgrUbTI 9-26b. Tinñn½yEdlRtUvkarRtUv)anerobcMenAkñúgtarag eyIg)an³ RTwsþIkasÞIKøIy:aNU³ edayCMnYsTinñn½yeTAkñúgsmIkar 9-27 eyIg)an ⎛ ∂N ⎞ L 369.7kN .m Δ Cv = ∑ N ⎜ ⎟ = ⎝ ∂P ⎠ AE EA edaybMEbkxñatrbs;RbEvgGgát;eTACamIlIEm:Rt nigedayCMnYstMélCaelxsMrab; AE eyIg)an 369.7 kN .m(1000mm / m) Δ Cv = [300(10 )m ][200(10 )kN / m ] = 6.16mm −6 2 6 2 eyIgKYrcMNaMfa lT§plenHmanlkçN³RsedogKñanwglT§plenAkñúg]TahrN_ 9-1 EdleRbIviFIkmμnþ nimitþ. PaBdabedayeRbIviFIfamBl T.Chhay -318
  • 39. mhaviTüal½ysMNg;sIuvil viTüasßanCatiBhubec©keTskm<úCa (>(> RTwsþIbTrbs;kasÞIKøIy:aNUsMrab;Fñwm nigeRKag (Castigliano’s theorem for beams and frames) famBlbMErbMrYlrageFobsMrab;Fñwm b¤eRKagEdlekItBIm:Um:g;Bt;RtUv)aneGayedaysmIkar 9-11 ¬U i = ∫ M 2 dx / 2EI ¦. edayCMnYssmIkarenHeTAkñúgsmIkar 9-26 ¬ Δ i = ∂U i / ∂Pi ¦ nigedaylub ecalsnÞsS i eyIg)an ∂ L M 2 dx ∂P ∫0 2 EI Δ= kareFVIDIepr:g;EsülmunkareFVIGaMgetRkalmanlkçN³gayRsYlCagkareFVIGaMgetRkaleTAelIkaerén m:Um:g;Bt; M rYceTIbeFVIedrIevedayEpñktameRkay. kñúgkrNIEdl E nig i CatMélefr eyIg)an L ⎛ ∂M ⎞ dx Δ = ∫ M⎜ ⎟ (9-28) 0 ⎝ ∂P ⎠ EI Edl Δ= bMlas;TIéncMNucEdlbNþaledaybnÞúkBitEdlmanGMeBIelIFñwm b¤eRKag. P = kMlaMgxageRkAEdlGnuvtþeTAelIFñwm b¤eRKagtamTisedArbs; Δ . M = m:Um:g;Bt;enAkñúgFñwm b¤eRKag EdlRtUv)ansresrCaGnuKmn_eTAnwg x nigedaysarkMlaMg P nigkMlaMgBitenAelIFñwm. E = mU:DuleGLasÞicrbs;Ggát;. I = m:Um:g;niclPaBénRkLaépÞmuxkat;EdlKNnaRtg;G½kSNWt. RbsinebIeKRtUvkarkMNt;mMurgVilenARtg;cMNucmYy eyIgRtUvrkedrIevedayEpñkénm:Um:g;Bt; M tam m:Um:g;xageRkA M ' EdlmanGMeBIenARtg;cMNucenaH eBalKW L ⎛ ∂M ⎞ dx θ = ∫ M⎜ ⎟ (9-29) 0 ⎝ ∂M ' ⎠ EI smIkarxagelImanlkçN³RsedogKñanwgsmIkarEdleRbIsMrab;viFIkmμnþnimitþ ¬smIkar 9-18 nig 9-19¦ elIkElgRtg;eKCMnYs m nig mθ eday ∂M / ∂P nig ∂M / ∂M ' erogKña. dUcenAkñúgkrNI truss, CaTUeTAeKRtUvkarKNnaeRcInCagkareRbIviFIkmμnþbnþicedaytMrUveGayKNnaedrIevedayEpñk ehIyGnuvtþ RTwsþIkasÞIKøIy:aNU. ehIyeKKYrcgcaMfa RTwsþIenHGnuvtþEteTAelIsMPar³EdlmanlkçN³eGLasÞic lIenEG‘r. RbsinebIeKRtUvkarKitfamBlbMErbMrYlrageFobenAkñúgeRKOgbgÁúMEdlekItkMlaMgkñúgTaMgGs; eKRtUvKitbBa©ÚlfamBlbMErbMrYlrageFobEdlbNþalBIkMlaMgkat; kMlaMgtamG½kS nigkMlaMgrmYl. Deflection Using Energy Method T.Chhay -319
  • 40. Department of Civil Engineering NPIC karRsayrUbmnþsMrab;kMlaMgkat; nigkMlaMgrmYlmanlkçN³RsedognwgkarRsayrUbmnþénsmIkar 9-21 nig 9-22. famBlbMErbMrYlrageFob nigedrIevrbs;vaKW L V 2 dx ∂U s L V ⎛ ∂V ⎞ Us = K∫ =∫ ⎜ ⎟dx 0 2 AG ∂P 0 AG ⎝ ∂P ⎠ LT 2 dx ∂U t L T ⎛ ∂T ⎞ Ut = ∫ =∫ ⎜ ⎟dx 0 2 JG ∂P 0 JG ⎝ ∂P ⎠ b:uEnþT§iBlenHminRtUv)aneKrab;bBa©ÚleTAkñgkarviPaKenAkñúgemeronenHeT edaysarPaBdab ú rbs;Fñwm nigeRKagekIteLIgCacMbgedaysarfamBlbMErbMrYlragedaym:Um:g;Bt;. eKeRcInEtviPaKeRKag EdlmanElVgFM b¤eRKagEdlmanragFrNImaRtminFmμtaedayeRbIkMuBüÚT½rCaCMnYy EdlT§iBlTaMgenH RtUv)anKitbBa©ÚleTAkñúgkarviPaKCaeRsc. dMeNIrkarkñúgkarviPaK (Procedure for analysis) eKGaceRbICMhanxageRkamedIm,IkMNt;bMlas;TI nig/b¤mMurgVilenARtg;cMNucmYyenAkñúgFñwm b¤ eRKagedayeRbIRTwsþIkasÞIKøIy:aNU. kMlaMgxageRkA P b¤m:Um:g;xageRkA M’ dak;kMlaMg P enAelIFñwm b¤eRKagenARtg;cMNuc nigtamTisedAénbMlas;TIEdlcg;)an. RbsinebIeKRtUvkarkMNt;mMurgVil eKRtUvdak;m:Um:g; M ' enARtg;cMNucenaH. eKRtUvsnμt;fa P nig M ' manTMhMERbRbYl. m:Um:g;Bt; M begáItkUGredaen x smRsbmann½yenAkñúgtMbn;énFñwm b¤eRKagEdlminmanPaBminCab;énkMlaMg bnÞúkBRgay b¤m:Um:g;. KNnam:Um:g;Bt; M CaGnuKmn_én P b¤ M ' nigkUGredaen x nImYy². ehIy KNnaedrIeveday Epñkén ∂M / ∂P b¤ ∂M / ∂M ' sMrab;kUGredaen x nImYy². eRkayeBlkMNt; M nig ∂M / ∂P b¤ ∂M / ∂M ' rYcehIy dak;tMéleGaykMlaMg P b¤m:Um:g; M ' CatMélénkMlaMgBit RbsinebIvaCMnYskMlaMg b¤m:Um:g;Bit. ebImindUcenaHeT yk P b¤ M ' esμInwg sUnü. RTwsþIkasÞIKøIy:aNU GnuvtþsmIkar 9-28 b¤ 9-29 edIm,IkMNt;bMlas;TI Δ b¤mMurgVil θ Edlcg;)an. eKcaM)ac;RtUvrkSa sBaØaBiCKNitsMrab;tMélRtUvKñaén M nig ∂M / ∂P b¤ ∂M / ∂M ' . PaBdabedayeRbIviFIfamBl T.Chhay -320
  • 41. mhaviTüal½ysMNg;sIuvil viTüasßanCatiBhubec©keTskm<úCa RbsinebIplbUkénGaMgetRkalkMNt;TaMgGs;mantMélviC¢man enaH Δ b¤ θ manTisedAdUcnwg P b¤ M ' . ]TahrN_ 9-15³ kMNt;bMlas;TIrbs;cMNuc B énFñwmEdlbgðajenAkñúgrUbTI 9-27a. yk E = / 200GPa I = 500 106 mm 4 ( ) . dMeNaHRsay³ kMlaMgxageRkA P³ dak;kMlaMgbBaÄr P enAelIFñwmRtg;cMNuc B dUcbgðajenAkñúgrUbTI 9-27b. m:Um:g;Bt; M³ sMrab;karedaHRsay]TahrN_enH eKRtUvkarkUGredaenH x EtmYy edaysarminmanPaB minCab;énbnÞúkenAcenøaH A nig B . edayeRbIviFImuxkat; ¬rUbTI 9-27¦ eyIg)an³ ⎛ x⎞ +∑M = 0 − M − (12 x )⎜ ⎟ − Px = 0 ⎝2⎠ ∂M M = −6 x 2 − Px = −x ∂P edayyk P = 0 eyIg)an ∂M M = −6x 2 = −x ∂P RTwsþIkasÞIKøIy:aNU³ edayGnuvtþsmIkar 9-28 eyIg)an L ⎛ ∂M ⎞ dx 10 (− 6 x 2 )(− x )dx ΔB = M ⎜ ∫0 ⎟ ⎝ ∂P ⎠ EI = ∫0 EI = ( ) 15 103 kN .m 3 EI b¤ ( ) 15 10 3 kN .m 3 200(10 )kN / m [500( )mm ](10 ΔB = 6 102 6 4 −12 m 4 / mm 4 ) = 0.150m = 150mm Deflection Using Energy Method T.Chhay -321
  • 42. Department of Civil Engineering NPIC eyIgKYrcMNaMfa lT§plenHmanlkçN³RsedogKñanwglT§plenAkñúg]TahrN_ 9-4 EdleRbIviFIkmμnþ nimitþ. ]TahrN_ 9-16³ kMNt;mMurgVilenARtg;cMNuc B énFñwmEdlbgðajenAkñúgrUbTI 9-28a. yk E = / 200GPa I = 60 10 6 mm 4 ( ) . dMeNaHRsay³ m:Um:g;xageRkA M’³ edaysareKRtUvkarkMNt;mMurgVilRtg;cMNuc B dUcenHeKRtUvdak;m:Um:g; M ' enAelIFñwm enARtg;cMNucenaH ¬rUbTI 9-28b¦. m:Um:g;Bt; M³ eKRtUveRbIkUGredaen x1 nig x2 edIm,IkMNt;m:Um:g;Bt;enAkñúgFñwmedaysarvamanPaBdab; M ' enARtg;cMNuc B . dUcbgðajenAkñúgrUbTI 9-28a/ x1 latsn§wgBI A eTA B nig x2 latsn§wgBI B eTA C . edayeRbIviFImuxkat; ¬rUbTI 9-28c¦ eK)anm:Um:g;Bt; nigedrIevedayEpñkrbs;vadUcxageRkam. sMrab; x1 ³ +∑M = 0 M 1 + 3 x1 = 0 M 1 = −3x1 ∂M 1 =0 ∂M ' sMrab; x2 ³ +∑M = 0 M 2 − M '+3(5 + x2 ) = 0 M 2 = M '−3(5 + x2 ) ∂M 2 =1 ∂M ' RTwsþIkasÞIKøIy:aNU³ edayeGay M ' = 0 nigedayGnuvtþsmIkar 9-29 eyIg)an PaBdabedayeRbIviFIfamBl T.Chhay -322
  • 43. mhaviTüal½ysMNg;sIuvil viTüasßanCatiBhubec©keTskm<úCa L⎛ ∂M ⎞ dx 5 (− 3 x1 )(0 )dx1 5 − 3(5 + x2 )(1)dx2 θB = ∫ M ⎜ ⎟ =∫ +∫ 0 ⎝ ∂M ' ⎠ EI 0 EI 0 EI 112.5kN .m 2 =− EI − 112.5kN .m 2 b¤ θB = ( ) [ ( ) ]( 200 10 6 kN / m 2 60 10 6 mm 4 10 −12 m 4 / mm 4 ) = −0.00938rad sBaØadkbgðajfa θ B manTisedApÞuúyeTAnwgTisedArbs;m:Um:g; M ' . eyIgKYrcMNaMfa lT§plenHman lkçN³RsedogKñanwglT§plenAkñúg]TahrN_ 9-6 EdleRbIviFIkmμnþnimitþ. ]TahrN_ 9-17³ kMNt;bMlas;TIbBaÄréncMNuc C rbs;FñwmEdlbgðajenAkñúgrUbTI 9-29a. yk E = / 200GPa I = 150 106 mm 4 ( ) . dMeNaHRsay³ kMlaMgxageRkA P³ dak;kMlaMgbBaÄr P enAelIFñwmRtg;cMNuc C ¬rUbTI 9-29b¦. eyIgnwgeGaykMlaMg P enHesμInwgkMlaMgxageRkA 20kN enAeBleRkay. m:Um:g;Bt; M³ enAkñúgkrNIenH eKRtUvkarkUGredaen x cMnYnBIrsMrab;kareFVIGaMgetRkal ¬rUbTI 9-29b¦ edaysarbnÞúkmanlkçN³minCab;enARtg;cMNuc C . edayeRbIviFImuxkat; ¬rUbTI 9-29c¦ eyIg)an³ sMrab; x1 ⎛x ⎞ +∑M = 0 − (24 + 0.5 P )x1 + 8 x1 ⎜ 1 ⎟ + M 1 = 0 ⎝2⎠ ∂M 1 M 1 = (24 + 0.5 P )x1 − 4 x1 2 = 0.5 x1 ∂P sMrab; x2 Deflection Using Energy Method T.Chhay -323
  • 44. Department of Civil Engineering NPIC +∑M = 0 − M 2 + (8 + 0.5 P )x2 = 0 ∂M 2 M 2 = (8 + 0.5 P )x2 = 0.5 x2 ∂P RTwsþIkasÞIKøIy:aNU³ edayyk P = 20kN nigedayGnuvtþsmIkar 9-28 eyIg)an L ⎛ ∂M ⎞ dx 4 (34 x1 − 4 x1 )(0.5 x1 )dx1 2 4(18 x2 )(0.5 x2 )dx2 ΔC = M ⎜ v ∫0 ⎟ = ⎝ ∂P ⎠ EI ∫0 EI ∫0+ EI 234.7kN .m 3 192kN .m 3 426.7kN .m 3 = + = EI EI EI 3 b¤ Δ Cv = ( ) 426.7 kN .m [ ( ) ]( 200 10 kN / m 150 10 6 mm 4 10 −12 m 4 / mm 4 6 2 ) = 0.0142m = 14.2mm ]TahrN_ 9-18³ kMNt;mMurgVilenARtg;cMNuc C rbs;eRKagEdlmanGgát;BIrEdlbgðajenAkñúgrUbTI 9- 30a. TMr A CaTMrbgáb;. yk E = 200GPa / I = 235(106 )mm4 . dMeNaHRsay³ m:Um:g;xageRkA M’³ eKdak;m:Um:g;Gefr M ' eTAelIeRKagenARtg;cMNuc C edaysarRtUvkarkMNt;mMurgVil Rtg;cMNucenH ¬rUbTI 9-30b¦. eyIgnwgeGaym:Um:g; M ' enHesμIsUnüenAeBleRkay. m:Um:g;Bt; M³ edaysarPaBminCab;rbs;bnÞúkxagkñúgenARtg;cMNuc B eKRtUveRbIkUGredaen x1 nig x2 dUc bgðajenAkñúgrUbTI 9-30b. edayeRbIviFImuxkat; ¬rUbTI 9-30c¦ eyIg)an PaBdabedayeRbIviFIfamBl T.Chhay -324
  • 45. mhaviTüal½ysMNg;sIuvil viTüasßanCatiBhubec©keTskm<úCa sMrab; x1 ³ ⎛x ⎞ +∑M = 0 − M 1 − 30 x1 ⎜ 1 ⎟ − M ' = 0 ⎝2⎠ ( M 1 = − 15 x1 + M ' 2 ) ∂M 1 = −1 ∂M ' sMrab; x2 ³ +∑M = 0 ( ) − M 2 − 108 x2 cos 60 o + 1.8 − M ' = 0 M2 = −108(x 2 cos 60 o + 1 .8 ) − M ' ∂M 2 = −1 ∂M ' RTwsþIkasÞIKøIy:aNU³ edayeGay M ' = 0 nigedayGnuvtþsmIkar 9-29 eyIg)an L ⎛ ∂M ⎞ dx 3.6 (− 15 x1 )(− 1)dx1 2 3 − 108(x2 cos 60 o + 1.8)(− 1)dx2 θC = M ⎜ ∫0 ⎟ ⎝ ∂M ' ⎠ EI = 0 ∫EI 0 + ∫ EI 233.28kN .m 2 826.2kN .m 2 1059.48kN .m 2 = + = EI EI EI 2 b¤ θC = ( ) 1059.48kN .m [ ( ) ]( 200 10 kN / m 235 10 6 mm 4 10 −12 m 4 / mm 4 6 2 = ) = 0.00225rad Deflection Using Energy Method T.Chhay -325
  • 46. Department of Civil Engineering NPIC cMeNaT (>!> eRbIviFIkmμnþnimitþedIm,IkMNt;bMlas;TIbBaÄr (>^> edaHRsaycMeNaT (>%> edayeRbIRTwsþIkasÞI éntMN B rbs; truss. Ggát;EdknImYy²manRk- KøIy:aNU. LaépÞmuxkat; 300mm2 / E = 200GPa . (>&> kMNt;bMlas;TIbBaÄrrbs;tMN C én truss kñúgcMeNaT (>%>. Ggát;nImYy²manRkLaépÞmux kat; 400mm2 / E = 200GPa . eRbIviFIkmμnþ nimitþ. (>*> edaHRsaycMeNaT (>&> edayeRbIRTwsþIkasÞI KøIy:aNU. (>(> kMNt;bMlas;TIbBaÄrrbs; truss Rtg;tMN F . snμt;RKb;Ggát;TaMgGs;tP¢ab;KñaedaytMN (>@> edaHRsaycMeNaT (>!> edayeRbIRTwsþIkasÞIKøI y:aNU. snøak;. yk A = 300mm2 / E = 200GPa (>#> eRbIviFIkmμnþnimitþedIm,IkMNt;bMlas;TItamTis sMrab;Ggát;nImYy². eRbIviFIkmμnþ nimitþ. edkrbs;tMN B én truss kñúgcMeNaT (>!>. Ggát; EdknImYy²manRkLaépÞmuxkat; 300mm2 / E = 200GPa . (>$> edaHRsaycMeNaT (>#> edayeRbIRTwsþIkasÞI KøIy:aNU. (>%> kMNt;bMlas;TItamTisedkrbs;tMN B én truss. Ggát;nImYy²manRkLaépÞmuxkat; (>!0> edaHRsaycMeNaT (>(> edayeRbIRTwsþIkasÞI 400mm 2 / E = 200GPa . eRbIviFIkmμnþnimitþ. KøIy:aNU. (>!!> kMNt;bMlas;TIbBaÄrrbs; truss enAkñúg cMeNaT (>!0> Rtg;tMN B . snμt;RKb;Ggát;TaMg Gs; tP¢ab;KñaedaytMNsnøak;. yk A = 300mm 2 / E = 200GPa sMrab;Ggát; nImYy². eRbIviFIkmμnþnimitþ. cMeNaT T.Chhay -326
  • 47. mhaviTüal½ysMNg;sIuvil viTüasßanCatiBhubec©keTskm<úCa (>!@> edaHRsaycMeNaT (>!!> edayeRbIRTwsþIka (>!^. Ggát;Edk A − 36 nImYy²manRkLaépÞ sÞIKøIy:aNU. muxkat; 400mm2 / E = 200GPa . (>!#> kMNt;bMlas;TIbBaÄrrbs;éntMN A . snμt; (>!*> kMNt;bMlas;TItamTisQrrbs;tMN B . RKb;Ggát;TaMgGs;tP¢ab;KñaedaytMNsnøak;. yk RkLaépÞmuxkat;rbs;Ggát;nImYy²RtUv)ankMNt; A = 100mm 2 / E = 200GPa sMrab;Ggát; enAkñúgrUb. snμt;Ggát;nImYy²RtUv)antP¢ab;eday nImYy². eRbIviFIkmμnþnimitþ. tMNsnøak;. yk E = 200GPa . eRbIviFIkmμnþ nimitþ. (>!$> edaHRsaycMeNaT (>!#> edayeRbIRTwsþIka sÞIKøIy:aNU. (>!(> edaHRsaycMeNaT (>!*> edayeRbIRTwsþIka (>!%> eRbIviFIkmμnþnimitþedIm,IkMNt;bMlas;TItam sÞIKøIy:aNU. Tisedkrbs;tMN C . Ggát;EdknImYy²man (>@0> kMNt;bMlas;TItamTisQrrbs;tMN E . RkLaépÞmuxkat; 400mm2 / E = 200GPa . Ggát;nImYy²manRkLaépÞmuxkat; 2700mm2 / E = 200GPa . eRbIviFIkmμnþnimitþ. (>@!> edaHRsaycMeNaT (>@0> edayeRbIRTwsþIka (>!^> edaHRsaycMeNaT (>!%> edayeRbIRTwsþIka sÞIKøIy:aNU. sÞIKøIy:aNU. (>@@> eRbIviFIkmμnþnimitþedIm,IkMNt;bMlas;TItam (>!&> eRbIviFIkmμnþnimitþedIm,IkMNt;bMlas;TItam TisQrrbs;tMN A . Ggát;EdknImYy²man TisQrrbs;tMN D én truss enAkñúgcMeNaT RkLaépÞmuxkat; 1800mm2 / E = 200GPa . Problems T.Chhay -327
  • 48. Department of Civil Engineering NPIC (>@#> edaHRsaycMeNaT (>@@> edayeRbIRTwsþIka (>@(> dkbnÞúkBI truss enAkñúgcMeNaT(>@^ ehIy sÞIKøIy:aNU. kMNt;bMlas;TItamTisQrrbs;tMN A RbsinebI (>@$> eRbIviFIkmμnþnimitþedIm,IkMNt;bMlas;TItam eKplitGgát; AE manRbEvgxøICagGgát;edIm TisQrrbs;tMN B én truss enAkñúgcMeNaT (>@@. 12mm . Ggát;EdknImYy²manRkLaépÞmuxkat; 1800mm2 / (>#0> eRbIviFIkmμnþnimitþedIm,IkMNt;bMlas;TItam E = 200GPa . TisQrrbs;tMN C . yk E = 200GPa . Ggát; (>@%> edaHRsaycMeNaT (>@$> edayeRbIRTwsþIka EdknImYy²manRkLaépÞmuxkat; 1500mm2 . sÞIKøIy:aNU. (>@^> kMNt;bMlas;TItamTisQrrbs;tMN A . snμt;faGgát;nImYy²RtUv)antP¢ab;Kñaedaysnøak;. yk A = 1200mm2 nig E = 200GPa sMrab; Ggát;nImYy². eRbIviFIkmμnþnimitþ. (>#!> edaHRsaycMeNaT (>#0> edayeRbIRTwsþIka sÞIKøIy:aNU. (>#@> kMNt;bMlas;TItamTisQrrbs;tMN B . sMrab;Ggát;nImYy² A = 900mm2 / E = 200GPa . eRbIviFIkmμnþnimitþ. (>@&> edaHRsaycMeNaT (>@^> edayeRbIRTwsþIka sÞIKøIy:aNU. (>@*> dkbnÞúkBI truss enAkñúgcMeNaT (>@^ ehIykMNt;bMlas;TItamTisQrrbs;tMN A . RbsinebIGgát; AB nig BC rgnUvkMeNIn (>##> edaHRsaycMeNaT (>#@> edayeRbIRTwsþIka sItuNðPaB ΔT = 110o C . yk A = 1200mm2 sÞIKøIy:aNU. nig E = 200GPa . ehIy α = 12.0(10−6 )/ o C . cMeNaT T.Chhay -328
  • 49. mhaviTüal½ysMNg;sIuvil viTüasßanCatiBhubec©keTskm<úCa (>#$> kMNt;bMlas;TItamTisQrrbs;tMN E én (>#(> edaHRsaycMeNaT (>#*> edayeRbIRTwsþIka truss enAkñúgcMeNaT (>#@. sMrab;Ggát; sÞIKøIy:aNU. nImYy² A = 900mm2 / E = 200GPa . eRbIviFI (>$0> kMNt;bMlas;TItamTisedkrbs;tMN B én kmμnþnimitþ. truss kñúgcMeNaT (>#*. Ggát;nImYy²manmux- (>#%> edaHRsaycMeNaT (>#$> edayeRbIRTwsþIka kat; A = 1800mm2 / E = 200GPa . eRbIviFI sÞIKøIy:aNU. kmμnþnimitþ. (>#^> kMNt;bMlas;TItamTisQrrbs;tMN D én (>$!> edaHRsaycMeNaT (>$0> edayeRbIRTwsþIka truss. Ggát;nImYy²manmuxkat; A = 300mm 2 / sÞIKøIy:aNU. E = 200GPa . eRbIviFIkmμnþnimitþ. (>$@> kMNt;bMlas;TItamTisedkrbs;tMN C . eRbIviFIkmμnþnimitþ snμt;Ggát;TaMgGs;tP¢ab;Kña edaytMNsnøak;. Ggát;nImYy²manmuxkat; AE mantMélefr. (>#&> edaHRsaycMeNaT (>#^> edayeRbIRTwsþIka sÞIKøIy:aNU. (>#*> kMNt;bMlas;TItamTisedkrbs;tMN C én truss. Ggát;nImYy²manmuxkat; A = 1800mm 2 / E = 200GPa . eRbIviFIkmμnþnimitþ. (>$#> dkbnÞúkBI truss enAkñúgcMeNaT (>$@ ehIykMNt;bMlas;TItamTisedkrbs;cMNuc C RbsinebIGgát; AB nig BC rgnUvkMeNIn sItuNðPaB ΔT = 110o C . yk A = 1200mm2 nig E = 200GPa . ehIy α = 1.80(10−6 )/ o C . Problems T.Chhay -329
  • 50. Department of Civil Engineering NPIC (>$$> dkbnÞúkBI truss enAkñúgcMeNaT (>$@ (>%!> kMNt;bMlas;TIrbs;cMNuc C énFñwmEdlman ehIykMNt;bMlas;TItamTisedkrbs;cMNuc C m:Um:g;niclPaB I = 20(106 )mm 4 yk E = RbsinebIGgát; CD RtUv)aneKplitedayman 200GPa . RbEvgxøICag12mm . (>$%>eRbIviFIkmμnþnimitþedIm,IkMNt;bMlas;TItam TisQrrbs;tMN A . Ggát;nImYy²manmuxkat; A = 400mm 2 / E = 200GPa . (>%@> kMNt;bMlas;TIrbs;cMNuc C énFñwmenAkñúg cMeNaT (>%! EdlFñwmenHmanm:Um:g;niclPaB I = 20(106 )mm 4 yk E = 200GPa . (>%#>eRbIviFIkmμnþnimitþedIm,IkMNt;bMlas;TIrbs;cM Nuc C énFñwmEdleFVIBIEdk. E = 200GPa / I = 100( 6 )mm 4 . 10 (>$^> edaHRsaycMeNaT (>$%> edayeRbIRTwsþIka sÞIKøIy:aNU. (>$&>eRbIviFIkmμnþnimitþedIm,IkMNt;bMlas;TIrbs;cM Nuc C . EI CatMélefr. (>%$>eRbIviFIkmμnþnimitþedIm,IkMNt;mMurgVilrbs;cM- Nuc A énFñwmEdleFVIBIEdkkñúgcMeNaT (>%#. E = 200GPa / I = 100( 6 )mm 4 . 10 (>%%> edaHRsaycMeNaT (>%$> edayeRbIRTwsþIka (>$*> edaHRsaycMeNaT (>$&> edayeRbIRTwsþIka sÞIKøIy:aNU. sÞIKøIy:aNU. (>%^> kMNt;mMurgVilenARtg;cMNuc A . EI man (>$(>eRbIviFIkmμnþnimitþedIm,IkMNt;mMurgVilrbs;cM tMélrfr. Nuc C éncMeNaT (>$&. EI CatMélefr. (>%0>eRbIviFIkmμnþnimitþedIm,IkMNt;mMurgVilrbs;cM Nuc A éncMeNaT (>$&. EI CatMélefr. (>%&> edaHRsaycMeNaT (>%^> edayeRbIRTwsþIka sÞIKøIy:aNU. cMeNaT T.Chhay -330
  • 51. mhaviTüal½ysMNg;sIuvil viTüasßanCatiBhubec©keTskm<úCa (>%*> eRbIviFIkmμnþnimitþedIm,IkMNt;bMlas;TItam bNþalBIbMErbMrYlsItuNðPaB. FñwmenHmanmux- Tisedkrbs;cMNuc A EdlbNþalBIkMlaMgcMNuc kat;ctuekaNEdlmanCMerA 350mm . P . TMrRtg;cMNuc C CaTMrbgáb;. EI CatMélefr. KitEtT§iBlénm:Um:g;Bt;b:ueNÑaH. (>^#> EpñkxagelIrbs;FñwmrgnUvsItuNðPaB Tt = 200o C xN³sItuNðPaBénEpñkxageRkamrbs; FñwmKW Tb = 30o C . RbsinebI α = 12(10−6 )/ o C cUrkMNt;bMlas;TItamTisQrrbs;cMNuc C Edl (>%(>edaHRsaycMeNaT (>%*> edayeRbIRTwsþIka bNþalBIbMErbMrYlsItuNðPaB. FñwmenHmanmux- sÞIKøIy:aNU. kat;ctuekaNEdlmanCMerA 350mm . (>^0> r)ar ABC manmuxkat;ctuekaN 300mm × 100mm . EdkBüÜr BD manGgát;p©it 20mm . kMNt;bMlas;TIrbs;cMNuc C EdlbNþalBIbnÞúk. BicarNaEtT§iBlm:Um:g;Bt;enAkñúgr)ar ABC nig (>^$> kMNt;bMlas;TItamTisedkrbs;cMNuc C . EI CatMélefr. eKmanTMrbgáb;enARtg;cMnuc A . kMlaMgtamG½kSenAkñúg DB . E = 200GPa . BicarNaEtT§iBlm:Um:g;Bt;. (>^!> kMNt;mMurgViléncMNuc A éncMeNaT (>^0. (>^@> )atrbs;FñwmrgnUvsItuNðPaB Tb = 120o C xN³sItuNðPaBénEpñkxagelIrbs;FñwmKW Tt = (>^%> eRbIviFIkmμnþnimitþedIm,IkMNt;bMlas;TItam 10o C . RbsinebI α = 11.7(10 −6 )/ o C cUr TisedkenARtg;cMNuc C . RkLaépÞmuxkat;rbs; kMNt;bMlas;TItamTisQrrbs;cMNuc B Edl Ggát; nImYy²RtUv)anbgðajenAkñúgrUb. snμt;Ggát; Problems T.Chhay -331
  • 52. Department of Civil Engineering NPIC TaMgGs;RtUv)antP¢ab;edaytMNsnøak;. E = 200GPa . (>&0> Edkbt;man E = 200GPa / G = 75GPa nigmankaM 30mm . eRbIviFIkmμnþnimitþedIm,IkMNt; bMlas;TItam TisQrenARtg;cMNuc C . Kit (>^^> edaHRsaycMeNaT (>^%> edayeRbIRTwsþIka bBa©ÚlT§iBlfamBlbMErbMrYlrageFobEdlekItBI sÞIKøIy:aNU. m:Um:g;Bt; kMlaMgkat; nigkMlaMgrmYl. (>^&> eRbIviFIkmμnþnimitþedIm,IkMNt;bMlas;TItam TisQrenARtg;TMr D . EI mantMélefr. (>&!> edaHRsaycMeNaT (>&0> edayeRbIRTwsþIka sÞIKøIy:aNU. (>^*> edaHRsaycMeNaT (>^&> edayeRbIRTwsþIka (>&@> eRKagxageRkamrgnUvbnÞúk 20kN . kMNt; sÞIKøIy:aNU. bMlas;TItamTisQrenARtg;cMNuc C . snμt;va (>^(> eKmankgmYyenAelIépÞrwg ehIykgenHrg Ggát;tP¢ab;edaytMNsnøak;enARtg;cMNuc A / C bnÞúkbBaÄr P . kMNt;bMlas;TItamTisQrenA nig E ehIytMN B nigtMN D CatMNbgáb;. EI Rtg;cMNuc B . EI mantMélefr. mantMélefr. eRbIviFIkmμnþnimitþ. cMeNaT T.Chhay -332