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.

As well as questions about your reasons for applying to the role and the employer in question, engineering recruiters will be assessing your potential in the areas that is crucial to any engineering role: technical expertise. Engineers may be asked to perform feats of fantastic technical prowess, but it will be as as part of a Justice League rather than as a solo engineering super hero.

The interviewer is almost as nervous as the candidate in most interviews. You might wonder if you look confident enough, if you will hire the right person, or if you are asking the right engineering interview questions. The last question is arguably the most crucial part to worry about when you’re interviewing candidates. Other topics on Civil Engineering Multiple Choice Questions can be accessed

MCQ Questions Civil Engineering Design of Masonry Structures - Set - 4

Question 1:

For masonry built in 1:1:6 cement-lime-sand mix mortar or equivalent, the horizontal shear stress permissible on the area of a mortar bed joint is
a) 0.15 MPa
b) 0.125 MPa
c) 0.1 MPa
d) 0.075 MPa

Check Answer

Correct Answer – (A)

Question 2 :

Assertion A : For identical strength, a composite cement-lime mortar is preferred over cement mortar.
Reason R : Composite cement-lime mortar has higher drying shrinkage than cement mortar.
Select your answer based on the codes given below. Codes:
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 a 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 :

A 200 mm thick brick masonry wall made of modular bricks carries an axial load of 30 kN/m from wall above and an eccentric load of 20 kN/m from RCC floor acting at a distance of 47.5 mm from the centre line of the wall. The resultant eccentricity ratio is

a) 0.090
b) 0.095
c) 0.100
d) 0.105

Check Answer

Correct Answer – (C)

Question 4 :

Direct load carrying capacity of a brick masonry wall standing freely as against when it supports RC slab will be
a) more
b) less
c) the same in both the cases
d) 100%

Check Answer

Correct Answer – (B)

Question 5 :

For strengthening a 50 m long and 5 m high straight compound wall built in brick work, which one of the following would be most suitable?
a) providing buttresses at certain intervals
b) providing a deeper foundation
c) using a richer mortar
d) using stronger bricks

Check Answer

Correct Answer – (A)

MCQ Questions Civil Engineering Design of Masonry Structures

Question 6:

Consider the following statements:
1. Masonry in rich cement mortar though having good strength with high shrinkage is much liable for surface cracks.
2. Lime mortar possesses poor workability and poor water retentivity and also suffers high shrinkage.
3. Masonry in lime mortar has better resistance against rain penetration and is less liable to crack when compared to masonry in cement mortar.
Which of these statements are correct?
a) 1,2 and 3
b) 1 and 2
c) 2 and 3
d) 1 and 3

Check Answer

Correct Answer – (D)

Question 7:

The basic stress in masonry units having height to width ratio of 1.5 may be increased by a factor of
a) 1.2
b) 1.4
c) 1.6
d) 2.0

Check Answer

Correct Answer – (C)

Question 8:

A 200 mm thick wall made of modular bricks is 5 m long between cross walls and 3.8 m clear height between RCC slabs at top and bottom. The slenderness ratio of the wall is
a) 15
b) 19
c) 20
d) 25

Check Answer

Correct Answer – (A)

Question 9:

Consider the following statements:
A high lime content in a composite cement-lime mortar results in
1. slow hardening.
2. quick setting.
3. weaker mortar. Of these statements
a) 2 and 3 are correct
b) 1 and 2 are correct
c) 1 and 3 are correct
d) 1, 2 and 3 are correct

Check Answer

Correct Answer – (C)

Question 10:

In the case of panel wall subjected to horizontal loads at right angles to the plane of the wall, with the mortar not leaner than Ml type, tensile stress in bending in the vertical direction may be allowed to the extent of
a) 0.4 kg/cm²
b) 0.7 kg/cm²
c) 1.0 kg/cm²
d) 1.2 kg/cm²

Check Answer

Correct Answer – (C)

MCQ Questions Civil Engineering Design of Masonry Structures

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