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Structural Anal...

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  • Question 1
    2 / -0.33

    Find the ration of the support moments, MA : MB (flexural rigidity is constant)

  • Question 2
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    A plane truss is shown below

    The members who do not carry any force are:

  • Question 3
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    The stiffness matrix of a beam element is

    Which one of the following is its flexibility matrix?

  • Question 4
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    A cable carrying a load of 20 kN/m run of the horizontal span, is structured at supports 100 m apart. The supports are at the same level and the central dip is 12.5 m. Find the least tension in the cable.

  • Question 5
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    Total degree of indeterminacy (both internal and external) of the plane frame shown in the given figure is

  • Question 6
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    Consider the following statements:

    The principle of superposition is not applicable when

    1. The material does not obey Hooke’s law

    2. The effect of temperature changes are taken into consideration

    3. The structure is being analysed for the effect of support settlement

    Which of these statement (s) is/are correct?

  • Question 7
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    If there are m unknown member forces, r unknown reaction components and j number of joints, then the degree of static indeterminacy of a pin-jointed plane frame is given by​

  • Question 8
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    Degree of kinematic indeterminacy of a pin jointed plane frame is given by where j is number of joints and r is reaction components.

  • Question 9
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    The degree of kinematic indeterminacy of a pin-jointed space frame is given by

  • Question 10
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    The degree of static indeterminacy of the pin- jointed plane frame shown in figure is

  • Question 11
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    The portal frame as shown in the given frame is statically indeterminate to the

  • Question 12
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    A perfect plane frame having n number of members and j number of joints should satisfy the relation​

  • Question 13
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    Neglecting axial deformation, the kinematic indeterminacy of the structure shown in the figure below is

  • Question 14
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    If 4 reactions are acting on a beam, then the system is:-

  • Question 15
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    What is the degree of static indeterminacy of the plane structure as shown in the figure below?

  • Question 16
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    Which one of the following structures is statically determinate and stable?

  • Question 17
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    The degree of static indeterminacy of the rigid frame having two internal hinges as shown in the figure below is

  • Question 18
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    The pin-jointed frame shown in the figure is

  • Question 19
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    When a series of wheel loads crosses a simply supported girder, the maximum bending moment under any given wheel load occurs when

  • Question 20
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    The influence line diagram for bending moment at section X(Mx), at a distance of 4 m from the left support of a simply supported girder AB is shown in figure below. A uniformly distributed load of intensity 2t/m longer than the span crosses the girder from left to right.

    The maximum bending moment at section X is equal to

  • Question 21
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    The influence line for shear at section x (Fx) at a distance of 4 m from the left supported girder AB is shown in figure

    The shear force at section oe due to a uniformly distributed dead load of intensity 2 t/m covering the entire span will be

  • Question 22
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    Three wheel loads 10t, 26t and 24t spaced 2m apart roll on a girder from left to right with the 10t load leading. The girder has a span of 20 meter. For the condition of maximum bending moment at a section 8 meter from the left end.

  • Question 23
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    Considering the symmetry of a rigid frame as shown below, the magnitude of the bending moment (in kNm) at P (preferably using the moment distribution method) is 

  • Question 24
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    A symmetrical two-hinged parabolic arch rib has a span of 32 m between abutment pins at the same level and a central rise of 5 m. When a rolling load of 100 kN crosses the span, the maximum horizontal thrust at the hinges will be

  • Question 25
    2 / -0.33

    In a two hinged arch an increase in temperature induces

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