MCQ Questions Civil Engineering Design of Masonry Structures

Take a look at these MCQ Questions Civil Engineering Design of Masonry Structures interview questions and our tips on how to answer them. If you’re applying for an engineering internship, graduate scheme or entry-level job, you’ll face at least one interview as part of an engineering employer’s recruitment process. You may be interviewed by one or more members of the HR team, senior members of the engineering team you’d be joining or a mixture of both. In this section we will study MCQ Questions Civil Engineering Design of Masonry Structures.

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MCQ Questions Civil Engineering Design of Masonry Structures - Set - 2

Question 1:

Water retentivity for brick masonry should not be less than
a) 50%
b) 60%
c) 70%
d) 80%

Check Answer

Correct Answer – (C)

Question 2 :

Assertion A : Lime based mortars give higher ratio of brickwork strength to mortar strength as compared to non-lime mortar.
Reason R : Lime based mortars have lower bond strength as compared to non-lime mortars.
Select your answer according to the codes given below:
a) Both A and R are true and R is the correct explanation of A.
b) Both A and R are true but R is not the correct explanation of A.
c) A is true but R is false.
d) A is false but R is true.

Check Answer

Correct Answer – (C)

Question 3 :

Full restraint is provided by
(i) foundation footing of a wall
(ii) timber floor spanning on the wall and anchored to the wall
(iii) RCC slab with a minimum bearing of 10 cm on the wall Of these statements
a) (i) and (iii) are correct
b) (i) and (ii) are correct
c) (ii) and (iii) are correct
d) (i), (ii) and (iii) are correct

Check Answer

Correct Answer – (D)

Question 4 :

Assertion A : From consideration of structural soundness and economy of design, most codes control the maximum slenderness ratio of masonry walls and columns.
Reason R : By controlling the maximum slenderness ratio, failure is by excessive stress and not by buckling. Select your answer according to codes given below:
a) Both A and R are true and R is the correct explanation of A.
b) Both A and R are true but R is not .the correct explanation of A.
c) A is true but R is false.
d) A is false but R is true.

Check Answer

Correct Answer – (A)

Question 5 :

For designing masonry components of a structure, seismic forces provision in the design calculation is not necessary for buildings constructed in
a) Zone I only
b) Zone I and II
c) Zone I, II and III
d) Zone I, II, III and IV

Check Answer

Correct Answer – (B)

MCQ Questions Civil Engineering Design of Masonry Structures

Question 6:

For masonry work with solid bricks, consistency of mortar should be
a) 5 to 8 cm
b) 9 to 13 cm
c) 14 to 18 cm
d) 19 to 23 cm

Check Answer

Correct Answer – (B)

Question 7:

Minimum thickness of stiffening wall for 1 to 3 storeys shall not be less than
a) 10 cm
b) 15 cm
c) 20 cm
d) 30 cm

Check Answer

Correct Answer – (A)

Question 8:

The timber floor not spanning on the masonry wall but properly anchored to the wall gives
a) lateral restraint but not rotational restraint
b) rotational restraint but not lateral restraint
c) both lateral and rotational restraints
d) neither lateral nor rotational restraint

Check Answer

Correct Answer – (A)

Question 9:

The mode of failure of a very short masonry member having h/t ratio of less than 4 is by
a) shear
b) vertical tensile splitting
c) buckling
d) any of the above

Check Answer

Correct Answer – (A)

Question 10:

If the eccentricity ratio is more than 1/24, then increase in the permissible stress in the design of wall subjected to eccentric loading as per code is
a) 10%
b) 25%
c) 33(1/3)%
d) 50%

Check Answer

Correct Answer – (B)

MCQ Questions Civil Engineering Design of Masonry Structures

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