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 - 1

Question 1:

Assertion
A : For eccentricity ratio exceeding 1/6, effective thickness of masonry will get reduced.
Reason R : For eccentricity ratio exceeding 1/6, there will be tension on one side of the member. Select your answer according to the codes give below:
a) Both A and R are true and R is the correct explanation of A.
b) Both A and R are true and 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 2 :

A free standing brick wall 20 cm thick is subjected to a wind pressure of 75kg/m2. The maximum height of wall from stability consideration is
a) 0.64 m
b) 0.96 m
c) 1.28 m
d) 1.5 m

Check Answer

Correct Answer – (A)

Question 3 :

The thickness of each leaf of a cavity wall shall not be less than
a) 5 cm
b) 7.5 cm
c) 10 cm
d) 15 cm

Check Answer

Correct Answer – (B)

Question 4 :

The effective height of free standing non load bearing wall and column respectively will be
a) 1.0H and 1.0H
b) 1.5H and 1.5H
c) 2.0H and 1.5H
d) 2.0H and 2.0H
where H is the height of wall or column between centers of supports.

Check Answer

Correct Answer – (D)

Question 5 :

Maximum slenderness ratio of load bearing walls for a dwelling having more than 2 storeys
(i) shall not exceed 12 if lime mortar is used
(ii) shall not exceed 18 if cement lime mortar 1:2:9 is used
(iii) shall not exceed 24 if cement mortar 1:6 is used Of these statements
a) (i) and (ii) are correct
b) (ii) and (iii) are correct
c) (i) and (iii) are correct
d) (i) and (ii) and (iii) are correct

Check Answer

Correct Answer – (A)

MCQ Questions Civil Engineering Design of Masonry Structures

Question 6:

The bending stress in a wall or column subjected to effective vertical load need
not be considered, if the eccentricity ratio is
a) less than or equal to 1/24
b) less than or equal to 1/6
c) more than 1/24
d) less than or equal to 1/12

Check Answer

Correct Answer – (A)

Question 7:

If the horizontal cross-sectional area of a wall is 1200 cm2, then the basic stress shall be multiplied by a reduction factor equal to
a) 0 6
b) 0.75
c) 0.85
d) 0.95

Check Answer

Correct Answer – (C)

Question 8:

If H is the height of wall between centers of supports, then the effective height of
wall where concrete floors have a bearing on wall irrespective of the direction of span will be
a) 0.75 H
b) 0.85 H
c) 1.0 H
d) 1.5 H

Check Answer

Correct Answer – (A)

Question 9:

Where a structural component or a system is providing lateral support to five or more walls or columns, the lateral load to be resisted may be taken as
a) 4 percent
b) 5 percent
c) 6 percent
d) 7 percent
of the total vertical load on the most heavily loaded wall or column in the group.

Check Answer

Correct Answer – (D)

Question 10:

If the ratio of center to center spacing of intersecting walls to actual thickness of
intersecting wall is more than 20, then the stiffening coefficient for wall proper will be
a) 0
b) between 0 and 1
c) 1
d) greater than 1

Check Answer

Correct Answer – (D)

MCQ Questions Civil Engineering Design of Masonry Structures

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