Mechanics of Solids Assignment 1

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  • 7/25/2019 Mechanics of Solids Assignment 1

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    A60

    RAy

    RB600N

    2m2m

    VA

    1.5kN

    Wsin

    Wcos2.5kN

    1m1m

    5m1.1

    NR

    NR

    Ay

    AH

    525

    130

    =

    =

    If the lae! is "lace a#ainst a smooth s$!face%then RA&' 0( the ho!i)ontal com"onent of RB*ill not +e

    +alance an the lae! *ill sta!t mo,in#.

    1.3

    (a) kNW 5.6=

    kNmMA 2-.=

    (b) AM has a ma/im$m ma#nit$e of 2.5kNm

    A

    AAZ

    MW

    MWM

    =

    =+=13sin3

    05.225.13sin0

    AM can +e ,e W3 o! 4,e W3

    Acco!in#ly% sin3

    13 AMW

    =

    kNW

    kNW

    -6.1

    -3.

    ma/

    min

    =

    =

    RA&

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    Ay

    ByB7A7

    7

    -0-0

    )

    y/

    1.4

    ( )

    ( )

    0813500

    3

    1828828

    5.1

    185.085.085.18

    888

    =++=

    +==

    ++==

    ++=

    jFFRF

    kjiFFF

    kjiFFF

    NkRjRiRR

    BGEFA

    BGBGBGBG

    EFEFEFEF

    zyxA

    03

    2

    5.1

    5.08

    013503

    1

    5.1

    5.08

    03

    2

    5.1

    5.18

    =+

    =+

    =

    BGEFz

    BGEFy

    BGEFx

    FFRk

    FFRj

    FFRi

    08135088285.1

    90

    =+

    =jiFiFi

    M

    BGEF

    A

    :se e/"!essions of EFF an BGF

    f!om ;A< an then collect coefficients of j8

    an k8

    9

    NF

    NF

    FFk

    FFj

    EF

    BG

    BGBG

    BGEF

    150

    505

    1350

    3

    2

    5.1

    5.05.111.38

    11.38

    =

    =

    =+

    =

    !om ;B

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    @$ation of moto!9

    NFFM

    FFMNFFM

    FFFF

    FFF

    satisfiedyidenticallF

    BYBYAX

    CZBZAX

    CZCZAX

    CZBZAZY

    BYAYY

    X

    500160-010090

    0-020102011016090

    205200150105011010010090

    090

    010090

    0

    ==+=

    =++===++=

    =++=

    ==

    =

    !om othe! e@$ations%

    NkjFNkjF

    NFNFNF

    BA

    AZAYBZ

    85.3185085.22850

    5.22505.31

    +==

    ===

    1.6 Ass$me a #ene!al f!iction coefficient f.

    When the *e#e is mo,in#% tan#ential fo!ce at contact ' f / no!mal fo!ce

    (a3 !a* B of AB an of *e#e. onsie! e@$ili+!i$m of AB an of *e#e9

    Col$tion leas to9

    ++=

    f

    ff

    5.0-66.0

    5.0-66.05

    o! kNf -2.63.0 ==

    (b3 If f is ,e!y small% the *e#e *ill sli" o$t *hen the fo!ce D is !emo,e. Ehe +o!e!line occ$!s

    *hen the *e#e is F$st "!e,ente f!om sli""in# o$t +y the f!iction fo!ces. We #o th!o$#h the

    "!e,io$s analysis% !e"lacin# f+y 4fe,e!y*he!e% +eca$se the tenency *e a!e in,esti#atin# no*

    is the sli""in# in the o""osite i!ection.

    Eh$s9

    ( )!"#de#lineffff

    ei

    f

    ff

    2.005.0-66.0

    5.0-66.0

    0..

    5.0-66.0

    5.0-66.05

    ==+

    +

    =

    +

    ++=

    1.

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