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Internal+Forces+Diagram

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    COE3001Deformablebodies

    InternalForces

    DiagramCOE3001Deformablebodies

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    COE3001Deformablebodies

    INTERNALFORCESDISTRIBUTIONS

    Youneed

    to

    know

    the

    intensity

    of

    INTERNALFORCESateverysectionofa

    beam

    Todetermine

    stress,

    strain

    and

    deflection

    Insuretheirvaluesarewithinallowables

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    5EasySteps:1. Define

    acoordinate

    system;

    2. Calculateallforcesappliedtothebeam

    (reactionforces);

    3. Identifynumber

    of

    sections

    (cuts)

    according

    to

    loaddistributionandbeamgeometry;

    4. ImposeequilibriumforEACHsectionandsolve

    for

    axialresultant

    N(x),

    bending

    moment

    M(x)

    andshearforceV(x);

    5. Plotdiagramsaccordingtoresultsandsign

    conventions.

    INTERNALFORCESDISTRIBUTIONS

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    COE3001Deformablebodies

    Steps

    Determinereactions

    at

    supports

    using

    equilibrium

    02intpo@M

    01intpo@M

    0Fx

    =

    =

    =

    0Fy =

    Anduseasacheck

    INTERNALFORCESDISTRIBUTIONS

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    Steps(cont.)

    Dividethebeamintosectionaccordingto

    Continuityofloadsandgeometry

    Makeacut

    in

    each

    section

    showing

    the

    internalaxial,shearandbendingmoment

    x

    N(x)

    V(x)

    M(x)

    q(x)HINT:drawunknowns

    accordingtopositivesignconventions

    INTERNALFORCESDISTRIBUTIONS

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    Steps

    Applyequilibrium

    )x(M01intpo@M

    )x(V0F

    )x(N0F

    y

    x

    =

    =

    =

    x

    N(x)

    V(x)

    M(x)q(x)

    1

    INTERNALFORCESDISTRIBUTIONS

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    dx

    q(x)

    dx

    )x(dN)x(N +

    dx

    )x(dV)x(V +

    dx)x(dM)x(M +

    )x(M

    )x(N

    )x(V

    INTERNALFORCESDISTRIBUTIONS

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    COE3001Deformablebodies

    SHEARFORCE,BENDINGMOMENT,

    LOAD

    FromEquilibrium

    0dx

    )x(dN=

    )()(

    xqdx

    xdV=

    )x(Vdx

    )x(dM

    =

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    COE3001Deformablebodies

    SHEARFORCE,BENDINGMOMENT,

    LOAD

    ValueofShearandMoment Diagramsatends

    Reactions

    Concentratedload

    Jump

    in

    Shear

    Force

    Diagram

    Concentratedmoment

    JumpinBendingMomentDiagram

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    COE3001Deformablebodies

    Examples

    3/4/2009 11

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    2001Broo

    ks/C

    ole

    ,a

    divisiono

    fThomson

    Learn

    ing

    ,In

    c.

    Thomson

    Learn

    ing

    isatra

    demarku

    se

    dhere

    inun

    der

    license

    .

    Fig.47 Example41. Shear

    forcesandbendingmomentsina

    simplebeam.

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    2001Broo

    ks

    /Co

    le,

    adivisiono

    fThomson

    Learnin

    g,

    Inc

    .Thomson

    Learn

    ing

    isatra

    dem

    arkuse

    dhere

    inun

    der

    license

    .

    Fig.48 Example42. Shear

    forceandbendingmomentina

    cantileverbeam.

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    2001B

    roo

    ks

    /Co

    le,

    adivisiono

    fThomson

    Lear

    ning

    ,Inc

    .Thomson

    Learn

    ing

    isatrademarkuse

    dhere

    inun

    der

    license

    .

    Fig.49 Example43. Shear

    forceandbendingmomentina

    beamwith

    an

    overhang.

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    2001Brooks

    /Co

    le,

    adivisiono

    fThomson

    Learn

    ing,

    Inc

    .Thomson

    Learn

    ing

    isatra

    demar

    kuse

    dhere

    inun

    der

    license

    .

    Fig.411 Shearforceandbending

    momentdiagrams

    for

    asimple

    beam

    withaconcentratedload.

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    2001Broo

    ks/

    Cole

    ,a

    divisiono

    fThomson

    Learn

    ing

    ,Inc.

    Thomson

    Learn

    ing

    isatra

    demarkuse

    dhere

    inun

    der

    license

    .

    Fig.412 Shearforceandbending

    momentdiagramsforasimple

    beamwith

    auniform

    load.

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    2001Broo

    ks/

    Co

    le,

    adivisiono

    fThomson

    Learn

    ing

    ,In

    c.

    Thomson

    Learn

    ing

    isatra

    demarku

    se

    dhere

    inun

    der

    license

    .

    Fig.414 Example44.

    Simplebeamwitha

    uniformloadoverpartof

    thespan.

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    2001Bro

    oks

    /Co

    le,

    adivisiono

    fThomson

    Learning

    ,Inc

    .Thomson

    Learn

    ing

    isatra

    dem

    arkuse

    dhere

    inun

    der

    license

    .

    Fig.415 Example45.

    Cantileverbeamwithtwo

    concentratedloads.

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    2001B

    roo

    ks

    /Co

    le,

    adivisiono

    fThomson

    Learn

    ing

    ,Inc

    .Thomson

    Learn

    ing

    isatrademarkuse

    dhere

    inun

    der

    license

    .

    Fig.416 Example46.

    Cantileverbeamwitha

    uniformload.

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    2001Broo

    ks/

    Co

    le,

    adivisiono

    fThomson

    Learn

    ing

    ,In

    c.

    Thomson

    Learn

    ing

    isatra

    demarku

    se

    dhere

    inun

    der

    license

    .

    Fig.417 Example47.

    Beamwith

    an

    overhang.

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    COE3001Deformablebodies

    BendingofBeams

    AdvancedTopics

    Chapter6

    3/4/2009 22

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    2001Broo

    ks

    /Co

    le,a

    divisionof

    Thomson

    Learn

    ing

    ,Inc

    .Thoms

    on

    Learn

    ing

    isa

    tra

    dema

    rkuse

    dhere

    inun

    der

    licen

    se

    .

    Examplesof

    composite

    beams:

    (a)

    bimetallicbeam,(b)plasticcoated

    steelpipe,and(c)woodbeam

    reinforcedwithasteelplate.

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    Sandwichbeams

    with:

    (a)

    plastic

    core,(b)honeycombcore,and(c)

    corrugatedcore.

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