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UPPSC AE (CE) Quiz 11

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Question 1

The diagram below represents the shear force variation over a beam AE, simply supported at A and D, for a particular set of loading.

For the same set of loading, magnitude of bending moment (in kN-m) at mid-span will be

Question 2

When shear force at a point is zero, then bending moment is ____ at that point:

Question 3

Which of the following beams will develop hogging bending moment when subjected to vertical downwards loading?

i. cantilever

ii. fixed

iii. simply supported

iv. continuous

Question 4

Consider the following statements for a propped cantilever subjected to uniformly distributed load throughout

1) Bending moment is zero at the propped end and maximum at mid span.

2) Bending moment is zero at the propped end and max at fixed end.

3) Shear force is maximum at fixed end support.

4) Shear force variation is linear.

Which of the above statements are correct?

Question 5

Find shear force at point A in simply supported beam of span L which is subject to eccentric point load W as shown in the figure.

Question 6

A simply supported beam is subjected to moments at the supports as shown in the figure. What is the correct shear force diagram?

Question 7

Which of the following will have parabolic diagrams?

i. SFD for simply supported beam subjected to triangular loading

ii. SFD for fixed beam subjected to uniformly distributed load

iii. BMD for cantilever beam subjected to uniformly distributed load

iv. BMD for simply supported beam subjected to couple

Question 8

Assertion(A): For a simply supported beam subjected to a couple anywhere on the span, the location of the couple can not be ascertained from the SFD alone.

Reason(R): The SFD will be rectangular in shape, of height M/2L regardless of the position of the couple.

Question 9

A Simply supported beam of span 6m is subjected to a downward uniformly distributed load of magnitude 4 kN/m of length 2 m starting at the left support. What will be the BM at the mid span?

Question 10

Which spans will be subjected to a constant bending moment?

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