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Civil Engineering (CE) Exam  >  Civil Engineering (CE) Tests  >  GATE Civil Engineering (CE) 2025 Mock Test Series  >  Test: Deflection of Beams - 2 - Civil Engineering (CE) MCQ

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.
Solutions of Test: Deflection of Beams - 2 questions in English are available as part of our GATE Civil Engineering (CE) 2025 Mock Test Series for Civil Engineering (CE) & Test: Deflection of Beams - 2 solutions in Hindi for GATE Civil Engineering (CE) 2025 Mock Test Series course. Download more important topics, notes, lectures and mock test series for Civil Engineering (CE) Exam by signing up for free. Attempt Test: Deflection of Beams - 2 | 10 questions in 30 minutes | Mock test for Civil Engineering (CE) preparation | Free important questions MCQ to study GATE Civil Engineering (CE) 2025 Mock Test Series for Civil Engineering (CE) Exam | Download free PDF with solutions
Test: Deflection of Beams - 2 - Question 1
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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
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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
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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
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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
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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
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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
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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
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The maximum deflection of simply supported beam occurs at zero
Test: Deflection of Beams - 2 - Question 9
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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
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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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