Lecture 4 - Conjugate Beam

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    Last Time  e ec on agrams as c urve

    ASSUMPTIONLinear Elastic Material Response

     

    undeformed position after load is removed 

    OBJECTIVECalculate Slope and De lection due to

    Bending at any point on a BeamMETHODS

    • Double Integration Method• Moment Area Theorems

    • Conjugate Beam

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     as me - ou e n egra on e o

    Relate Moments to Deflections

     M  yd   2

     EI dx=

    2

     xdyIntegration Constants

    ==   x x EI dx

     x)( Use Boundary Conditions

    to Evaluate Integration

    =   dxdx x EI  x y )()(onstants

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    Developed by H. Muller Breslau - 1865

     se to in s opes an e ection ue to

    bending of beams

    Method is based on

    Principles of Statics Only

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    Internal Loadings Beam Theory

    w

    dx

    dV =

     EI dx

    d =

    θ 

    wdV  M d 

    ==2

     M d ud ==

      θ 2

    dxdx   EI dxdx  2

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    Internal Loadings Beam Theory

    ∫=   dxwV  ∫   ⎟ ⎠

    ⎜⎝ 

    =   dx EI 

    θ 

    ∫ ∫=   dxdxw M    dxdx EI  M 

    u ∫ ∫   ⎥⎤

    ⎢⎡

    ⎟ ⎞

    ⎜⎛ 

    =

    Let EI 

    w   =

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    A “fictitious” beam of the same length as the real beam loaded with the realbeam’s M/EI diagram…

    θReal Beam

    = VConjugate Beam

     Real Beam   Conjugate Beam

    ...

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    Shear and Moment at Supports of Conjugate Beam shouldaccount for the corresponding slope and deflection of real

    beam at its su orts

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    Shear and Moment at Supports of Conjugate Beam shouldaccount for the corresponding slope and deflection of real

    beam at its su orts

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    Shear and Moment at Supports of Conjugate Beam shouldaccount for the corresponding slope and deflection of real

    beam at its su orts

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     xamp es o on uga e eam uppor s

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     xamp es o on uga e eam uppor s

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     xamp es o on uga e eam uppor s

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     xamp es o on uga e eam uppor s

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    ang a - ang a eri ut ini apat iguna an untu menentu anputaran sudut dan lendutan dari suatu balok dengan menggunakanme o a a o con uga e.

    Gambarkan diagram M/EI dari balok asli sesuai dengan pem e anan yang ter a pa a a o as terse ut.

    Tentukan balok conjugate sesuai dengan balok asli dan tentukan

    tumpuan dan sendi dalam dari balok conjugate tersebutsehingga geser dan momen yang terjadi pada balok conjugateons sten engan putaran su ut an e e s yang ter a pa a

    balok asli.

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      e ani a o conjugate engan iagram ari a o as i.Ordinat positip dari diagram M/EI diberlakukan sebagaie an engan ara ea as.

    Hitung reaksi-reaksi perletakan pada balok conjugate denganmengguna an persamaan ese m angan.

    Hitung geser yang terjadi pada balok conjugate pada suatu

    titik dimana kita ingin mengetahui putaran sudut yang terjadipada balok asli. Demikian pula, hitung momen lentur yangter a pa a a o con ugate pa a suatu t t mana ta ng nmengetahui lendutan yang terjadi pada balok asli.