Structural Design Specifications MCQs

Welcome to our comprehensive collection of Multiple Choice Questions (MCQs) on Structural Design Specifications, a fundamental topic in the field of Civil Engineering. Whether you're preparing for competitive exams, honing your problem-solving skills, or simply looking to enhance your abilities in this field, our Structural Design Specifications MCQs are designed to help you grasp the core concepts and excel in solving problems.

In this section, you'll find a wide range of Structural Design Specifications mcq questions that explore various aspects of Structural Design Specifications problems. Each MCQ is crafted to challenge your understanding of Structural Design Specifications principles, enabling you to refine your problem-solving techniques. Whether you're a student aiming to ace Civil Engineering tests, a job seeker preparing for interviews, or someone simply interested in sharpening their skills, our Structural Design Specifications MCQs are your pathway to success in mastering this essential Civil Engineering topic.

Note: Each of the following question comes with multiple answer choices. Select the most appropriate option and test your understanding of Structural Design Specifications. You can click on an option to test your knowledge before viewing the solution for a MCQ. Happy learning!

So, are you ready to put your Structural Design Specifications knowledge to the test? Let's get started with our carefully curated MCQs!

Structural Design Specifications MCQs | Page 4 of 15

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Q31.
The area of the concrete in compression plus the area of reinforcement transferred on the basis of modular ratio, is called

a.

transferred section

b.

equivalent section

c.

cracked section

d.

none of these.

Discuss
Answer: (c).cracked section
Q32.
If D is the overall thickness of the slab, the diameter of the reinforcing bars should not exceed

a.

1D/4

b.

1D/5

c.

1D/6

d.

1D/8

Discuss
Answer: (d).1D/8
Q33.
The gap between web plates and flange plates for fillet welds should not be more than

a.

0.5 mm

b.

0.75 mm

c.

1.0 mm

d.

1.5 mm

Discuss
Answer: (d).1.5 mm
Q34.
If l is the effective span in metres and D is overall depth of the section in mm, the structure may be accepted after 24 hour load test, provided the maximum deflection in mm is less than

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (d).D
Q35.
The approximate value of torsion constant k for a box of depth d, width b, and having uniform thickness t, is

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (b).B
Q36.
In the formula a + bk for the calculation of the net effective section of single angles in tension connected by one leg only, the value of k, is

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (b).B
Q37.
If ฮ” is the deviation of the individual test strength from the average of n samples, the standard deviation of concrete of the given grade is

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (a).A
Q38.
The value of fbct in the following formula for calculating the thickness of a Rectangular base, according to IS : 800-1982, is

a.

1500 kg/cm²

b.

1650 kg/cm²

c.

1800kg/cm²

d.

1890 kg/cm²

Discuss
Answer: (d).1890 kg/cm²
Q39.
A solid slab spanning in two directions at right angles and carrying a uniformly distributed load, is supported on beams. If the length of two such beams A and B perpendicular to each other are x and y (x<y), the load shared by the beam A, is

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (c).C
Q40.
A continuous beam shall be deemed to be a deep beam if the ratio of its effective span to overall depth, is

a.

2.0

b.

2.5

c.

less than 2

d.

less than 2.5

Discuss
Answer: (b).2.5
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