2011 final exam

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    First Name: _________________SURNAME: ________________

    Student ID: _________________

    EngG 130

    Final Examination(Weight to Final Mark = 50%)

    Friday December 9, 20112 4 PM

    Notes:

    Section 23.5 (Exams) of the University Academic Regulations applies to this exam.Students continuing to write after the end of the exam time is announced will begiven a reduced grade or a grade of zero at the discretion of the instructor.

    Only Faculty Approved NON-PROGRAMMABLE Calculators with the required GOLDSticker are permitted

    No books or notes permitted

    All work to be done on the exam paper (use back of page if required) Show all your work A formula sheet is provided

    Questions are of equal value

    Write your name and student ID on every page Read all the questions before starting

    Place a check mark (!) next to your instructors name

    Express your answers to 3 sig. figs. where appropriate

    MARKS

    Achieved Possible

    Question 1 10

    Question 2 10

    Question 3 10

    Question 4 10

    Total 40

    Lecture Section

    A1 M. Gul

    D1 A. Lubell

    E1 E. Davies

    F1 J. Zhang

    H1 S. Hassanien

    Check yourinstructors

    name !

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    Question 1

    Three vertical forces and one horizontal force are applied to the pin-jointed truss as shown in

    Figure 1.

    Marks

    3 (a) Determine the support reactions at pin Oand rollerP.

    7 (b) Find the forces in membersFH,FG,DGandEG. Indicate if the members are in tension or

    compression.

    Figure 1

    Figure 1

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    Question 2

    An ice sculpture for a holiday party is in Crate A and its pedestal is in Crate B. Both crates arepainted blue. Crate A and its contents weigh 20 kN, located at the centroid of the crate. Crate B

    and its contents weigh 30 kN, located at the centroid of the crate. The coefficient of static

    friction between Crate A and Crate B is != 0.3. The coefficient of static friction between

    Crate B and the ground is "= 0.1. A very strong spring with unstretched length of 1.5 m and aspring constant of kN/mm is used to keep Crate B from moving while workers are attemptingto position Crate A atop B by pulling with force Pin the direction shown in Figure 2.

    Using appropriate Free Body Diagrams:

    Marks

    7 (a) Determine the smallest force Prequired to cause movement in Crate A. Clearly indicatewhether Crate A moves by sliding or tipping.

    3 (b) Determine the smallest magnitude for the spring constant k(in N/mm) that is required so

    that Crate B does not move while Crate A is moved.

    Figure 2

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    Question 3

    BeamAEBCin Figure 3 is supported by cableDE, a pin connection atAand a roller at C. Aninternal hinge (i.e. pin) is also provided atB. Loading is shown in the figure.

    Marks:

    3 a) Draw the required Free Body Diagram(s) (FBD) for analysis, and determine the support

    reactions atA,Dand C. Provide the magnitude and the direction of each reaction force.3.5 b) Using the axis provided on the following page, draw the Shear Force Diagram (SFD) for the

    entire length of beamAEBC. Label the maximum and minimum values and their locationsmeasured fromA.

    3.5 c) Using the axis provided on the following page, draw the Bending Moment Diagram (BMD)

    for the entire length of beamAEBC. Label the maximum and minimum values and theirlocations measured fromA.

    Figure 3

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    SFD:

    BMD:

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    Question 4

    The cross-section geometry of an aluminum machine part is shown in Figure 4, with alldimensions given in mm.

    Marks:

    4 a) Determine the (x,y) coordinates of the centroid of the cross-section.

    6 b) Determine the Moment of Inertia of the cross-section about a horizontal axis drawn throughthe centroid.

    Figure 4

    y

    x10 4020

    Or = 20

    60

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