Statics- Final JULY08

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    UNIVERSITITEKNOLOGIPETRONAS

    COURSE

    DATE

    TIME

    VBB1O23 VAB1O23 ENGINEERING EGHANICS

    STATICS OF RIGID BODIES

    18 NOVEMBER 008 TUESDAY)

    9.00 AM - 12.00 NOON 3 hours)

    INSTRUCTIONS O CANDIDATES

    1.

    2.

    3.

    Answer FIVE 5) ou t of SIX (6)questions rom he Question ooklet.

    Begin EACH answer n a new page n the Answer Booklet.

    Where applicable, how clearly teps aken n arriving t the solutions nd

    ind cate ALL assumptions.

    Indicate learly nswers hat are cancelled, fany.

    Do not open hi s Question ooklet ntil nstructed.

    4.

    5.

    Note : There are ELEVEN 11)pages n this Question ooklet ncluding he

    cover page.

    Universit i Teknoloqi PETRONAS

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    VBB1O23VAB1O23

    FIGUREQla shows a lampwitha mass of 15 kg and supported y a pole

    AO and cables AB and AC. lf the force n the pole acts along ts axis,

    Ceterming he orces n1\tQ, B, and AC or equilibrium.

    I no -- _ o - 661 parq - c? 196 frr

    6' ?oF

    , .43 rrg + 0.4>1 f:pt

    - t ; . j t t l3 - o.>t9J:

    ' , : . ae " f *) t : t id ' t t

    -\.

    "5 ,?L : _ d\". / _!"9 t t tz

    jr t . --- | 4I) {Fa

    I l tr.

    t

    [8 marks]

    b. FIGURE Ql b shows pole AB which supports a traffic ight of weight

    200 N. Determine he moment ector f the weight f the raffic ight aboutthe base of the pole along x-axis. ake = 30"

    2

    Bi

    FIGUREQlb

    2

    FIGUREQla

    [4 marks]

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    r,

    VBB1O23 VAB1O23

    FIGURE Q1c shows cables which exert orces on pore AB. The pole ssupported by a ball-and-socket oint at its base and the forcesF1 = (70i - 121.2j) N and Fz = (-75j) N . Determine he components

    freaction t A.

    [8 marks]

    FIGUREQ1c(t

    3

    -

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    VBB1O23 VAB1O23

    FIGUREQ2a shows a loaded oof russ. Take = 30 :1

    Determine he support eactions t A AND D.

    [2 marks]

    Calculate he orces n members B,AF,BC, F, FC & FE ofthe truss using the method of joints AND state if the

    members re n tension r compression.

    [8 marks]

    il .

    1m

    3fi lrl\l f*XkHFIGURE Q2a

    4

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    VBB1O23 VAB1O23

    FIGURE Q2b shows a loaded russ.

    1S kN

    @

    E

    s

    I ' l . l ' l . i '* J* *t --L J"*mr4mr4mr4mr4mF4FIGUREQ2bDetermine he reaction t the supports AND l.

    [2 marks]

    Catculate he forcesn the members EF and EL using he methodof sections AND state if the members are in tension or

    compression.

    [8 marksJ

    [ .

    a)

    4il kt{

    5

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    \

    VBB1A23 VAB1O23

    FIGUREQ3a shows a beam AB with negligible ass and hickness..lt ssubjected o a uniformly istributed oading f 800 Nlm. lt is supported tone end by a pin and at the other end by a post of mass 50 kg andnegligible hickness. Determine

    he minimum orcep

    needed o move hepost. The coefficients f static riction t B and C are pe = 0.4 and p6 = 0.2respectively.

    FIGUREQ3a

    [10 marks]

    fiil0 NJm

    6

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    b.

    VBB1O23I ABlO23

    FIGURE Q3b shows a wedge used o level he member AC. Determine

    the reversed orizontal orce P that must be applied o pull he wedge out

    to the left.The coefficient f static rictionbetween he wedge and he wo

    surfaces of contact t p"=

    0.15 . Neglect he weight of the wedge. Take0=5".

    !fiOmm

    fi kFl

    mm

    FIGURE Q3b

    [10marks]

    FG

    w

    d\ '

    V

    \

    (^a rJ

    \J

    \1q50

    {E KI{

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    FIGUREQ4 gives he cross section f a beam.

    VBBIO23 VAB1O23

    Take = 50 mm.. l

    Q}

    FIGUREQ4

    Determine he:

    i. centroid or the shaded portion.

    v

    [8 marks]

    moment f inertia or the shaded portionabout he x axis.

    [4 marks]

    product f inertia or the shaded portion bout he x and y axes.

    [8marks]

    8

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    vBB1023 VAB1023

    FIGUREQSa shows a crate of mass 200 kg suspended rom he cablB fa crane. Determine he force n the cable at time, = 2 s if the crate smovingupward with:

    i . a constantvelocity=2mls.

    [4 marks]

    ii . a speed f v = (0.2( +2) mls where is n seconds.

    [4 marks]

    .v

    J

    9

    FIGURE Q5a

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    \t

    VBB1O23VAB1O23

    b' FIGURE Qsb shows block B which rests on a smooth surface. f thecoefficients s static and kinetic rictionbetween A and B are Fs = 0.4 andlJx= Q'3, espectively, etermine he acceleration f each btosrl

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    a..

    VBBI023 VABI023

    FIGURE Q6a shows a motor ha t gives disk A a clockwise ngularacceleration a = (0.6F + 0.75) ad/s2, here is in seconds. f the nitialangular elocity f the disk s &ro 6 rad/s, determine he magnitudes f

    the vefocity nd acceleration f blockB when = 2 s.[10marks]

    FIGURE Ga

    FIGUREQ6b shows a 2-kg ball hrown t the suspended 0-kgblockwitha velocity f 4 m/s. f the coefficient f restitution, , between he ballandthe block s 0.8, determine he maximum eight to which he blockwillswing before t momentarily tops.

    [10 marks]

    FIGUREQ6b

    -END OF PAPER.

    k"

    b.

    5"

    11