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CG Vyapam_CE SOM Quiz-6

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Question 1

A stepped cantilever beam having area of cross section A in the half span and 2A in other half is subjected to a Point load at its end. The method which would be most suitable for finding deflection at free end would be
(i) Double Integration method
(ii) Area moment method
(iii) Conjugate Beam method
(iv) Strain energy method

Question 2

Moment area method for deflection computation cannot be used for

(i) Beam having varying moment of inertia

(ii) Beams having internal hinges

(iii) Beams having symmetrical loading

(iv) Cantilever beam with uniformly distributed load

Question 3

The conjugate beam of which of the following beam is statically indeterminate?

Question 4

Statement 1: The point of maximum bending moment in conjugate beam will give the point of maximum deflection in the real beam.

Statement 2: The area of M/EI diagram of conjugate beam will give rotation in the real beam.

Question 5

For the beam shown in the figure below the slope at C will be

Question 6

The beam shown in the figure given below can be the conjugate beam for which of the following real beam

Question 7

A cantilever beam of length 6 m is subjected to two point loads of magnitude 20 kN at a distance of 2m and 4m from the free end. What will be the peak ordinate in the conjugate beam if the flexural rigidity is constant throughout the beam?

Question 8

When a cantilever beam of length 5m is acted upon by an impact loading of 12 kN at free end, the deflection of the beam will be (EI of the beam = 15000 kNm2)

Question 9

What is the slope at the end of simply supported beam of span 2 m and load 5 kg/unit length over the entire span?

Question 10

At the point of contraflexure
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