Tutorial 1 properties of material

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    Properties of Materials and Applications, CPE641

    TUTORIAL -1

    OCTOBER 2014

    1. A 800 Ib homogeneous cylinder is supported by two rollers as shown in Fihure

    1. Determine the forces exerted by the rollers on the cylinder. All surfaces are

    smooth.

    Figure 1: The homogeneous cylinder and its support

    Free Body Diagram:

    Find RA and RB:

    (eq. 1)

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    []

    2. A curveed slender bar is loaded and supported as shown in Figure 2.

    Determine the reactions at at support A.

    Figure 2 The curved bar supporting 250 Lb weight

    Free Body Diagram:

    Find MA:

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    3. The lawn mover shown in Figure 3 weighs 35 Ib. Determine the force P

    required to move the mover at a constant velocity and the forces exerted on the

    front and rear wheels by the inclined surface.

    Figure 3 The lawn mover

    Note: 1 lbf=4.45 N1 in = 0.0254 m

    Free body Diagram:

    Find P,RA and RB:

    W = 35lbf

    = 10.46lbf

    (eq.1)

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    Sub RB= 10.10 lbf to eq.1

    RA = -28.94 lbf

    4. Determine the forces in members CD, CF and FG of the bridge truss as shown

    in Figure 4.

    Figure 4 The bridge truss

    Note; 1 kip = 4.45 KN

    1 ft = 0.3048 m

    (eq.1)

    Sub RE= 16.67kip to eq. 1

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    RA= 13.33kip

    At point A:

    At point B:

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    At point E:

    (eq.1)

    ( )(eq.2)

    Sub value in eq.2 to eq.1

    At point D:

    At point C:

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    (eq.1)

    Solve e.q 1 and e.q 2 simultaneously:

    (eq.3)

    Sub eq.3 into eq.1

    At point F:

    (e.q 1)

    (eq.2)

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    Sub eq.2 to eq.1

    5. A drum of mass 200 Kg is supported by a pair of frames. The second frame is

    behind the one shown. The system is as shown in Figure 5. Determine the

    forces acting on member ACE.

    Figure 5 The drum and its support

    Free Body Diagram:

    ( )

    (eq.1)

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    (eq.2)

    Sub eq.2 to eq.1

    (eq.1)

    (eq.2)Sub eq.2 to eq.1

    6. Determine the internal forces acting on section a-a in the bar rack shown in

    the diagram below. Each bar has a mass of 50 Kg

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    Free Body Diagram:

    (

    )

    ( )

    (eq.1)

    (eq.2)

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    (eq.3)

    Sub eq.3 to eq.1 and eq.2

    7. The reaction between thr crutch and the ground is 35 Ib, as shown in the

    diagram below. Determine the internal forces acting on section a-a

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    Free Body Diagram:

    8. Determine the force P required to push the 115- Kg cylinder over the small block

    shown in the diagram below

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    Free Body Diagram:

    Determine force P:

    (eq.1)

    (eq.2)

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    9. An axial load P is applied to a timber block as shown. Determine the normal and

    shear stress on the plane of the grain if P = 1500 Ib

    Free Body Diagram:

    Assume Effective Area= 1ft2

    ( )

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    (

    )

    10. The steel bar shown will be used to carry an axial tensile load of 400 KN. If the

    thickness of the bar is 45 mm, determine the normal and shearing stresses on

    the plane a-a

    Free Body Diagram:

    ( )

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    11.

    Free Body Diagram:

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    in2 mm2

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    225 psi N/mm2

    Compresive force,P: