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Test: Deflection of Beams - 2 - Civil Engineering (CE) MCQ


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10 Questions MCQ Test GATE Civil Engineering (CE) 2025 Mock Test Series - Test: Deflection of Beams - 2

Test: Deflection of Beams - 2 for Civil Engineering (CE) 2024 is part of GATE Civil Engineering (CE) 2025 Mock Test Series preparation. The Test: Deflection of Beams - 2 questions and answers have been prepared according to the Civil Engineering (CE) exam syllabus.The Test: Deflection of Beams - 2 MCQs are made for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, notes, meanings, examples, exercises, MCQs and online tests for Test: Deflection of Beams - 2 below.
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Test: Deflection of Beams - 2 - Question 1

For cantilever beam shown in the figure, the deflection at C due to a couple M applied at Bis equal to

Detailed Solution for Test: Deflection of Beams - 2 - Question 1

Slope and deflection at B,

[As there is no moment between B and C so BC remains linear at θB slope]

Test: Deflection of Beams - 2 - Question 2

Consider the following statements.
1. Conjugate beam can be used to determine slopes and deflection in a non-prismatic beam.
2. Conjugate beam may be statically indeterminate.
3. Conjugate beam method gives absolute slope and deflection.

The correct answer is

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Test: Deflection of Beams - 2 - Question 3

Which of the foilowing statements are correct. Macaulay's method for calcuiation of slope and deflection in a beam is suitable for
1. Prismatic beams only.
2. Several concentrated loads and can be extended to uniformly distributed loads.
3. Both prismatic and Non-prismatic beams,

Detailed Solution for Test: Deflection of Beams - 2 - Question 3

Macaulay’s method is based on singularity function. It is applicable for prismatic beams only. While Mohr’s moment area method can be used for prismatic and non-prismatic beams.

Test: Deflection of Beams - 2 - Question 4

A simply supported beam of span L and depth dcarries a central load W. The ratio of maximum deflection to maximum bending stress is

Detailed Solution for Test: Deflection of Beams - 2 - Question 4

 

Test: Deflection of Beams - 2 - Question 5

Calculate the reaction at the roller support for the cantilever beam shown in the figure?

Detailed Solution for Test: Deflection of Beams - 2 - Question 5

Let P be the roller reaction.
Upward deflection of beam at A due to P.

Downward deflection of beam at A due to w.

Test: Deflection of Beams - 2 - Question 6

A cantilever carries a load P as shown in the given figure

The deflection at B is 

Detailed Solution for Test: Deflection of Beams - 2 - Question 6

Test: Deflection of Beams - 2 - Question 7

A simply supported beam of uniform flexural rigidity is loaded as shown in the given figure. The rotation at the end A is

Detailed Solution for Test: Deflection of Beams - 2 - Question 7

The M/EI diagram of beam is,

The slope at mid span is zero.

The difference between the slope at two points is  M/EI area between these points.

So slope at A,

Test: Deflection of Beams - 2 - Question 8

The maximum deflection of simply supported beam occurs at zero

Test: Deflection of Beams - 2 - Question 9

The stepped cantilever- is subjected to moments, M as shown in the figure below. The vertical deflection at the free end ( neglecting self weight)  is 

 

Detailed Solution for Test: Deflection of Beams - 2 - Question 9

Using moment area method, 

Deflection at B, wrt A
= Moment of area of M/EI diagram between A and B about B

Test: Deflection of Beams - 2 - Question 10

A simply supported beam of length CL' carries two equal unlike couples. M at the two ends. The central deflection of the beam is given by

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