RCC Structures Design MCQs

Welcome to our comprehensive collection of Multiple Choice Questions (MCQs) on RCC Structures Design, 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 RCC Structures Design 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 RCC Structures Design mcq questions that explore various aspects of RCC Structures Design problems. Each MCQ is crafted to challenge your understanding of RCC Structures Design 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 RCC Structures Design 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 RCC Structures Design. 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 RCC Structures Design knowledge to the test? Let's get started with our carefully curated MCQs!

RCC Structures Design MCQs | Page 17 of 25

Discover more Topics under Civil Engineering

Q161.
If H is the overall height of a retaining wall retaining a surcharge, the width of the base slab usually provided, is

a.

0.3 H

b.

0.4 H

c.

0.5 H

d.

0.7 H

Discuss
Answer: (d).0.7 H
Q162.
The stem of a cantilever retaining wall which retains earth level with top is 6 m. If the angle of repose and weight of the soil per cubic metre are 30° and 2000 kg respectively, the effective width of the stem at the bottom, is

a.

51.5

b.

52.5

c.

53.5

d.

54.5

Discuss
Answer: (c).53.5
Q163.
If depth of slab is 10 cm, width of web 30 cm, depth of web 50 cm, centre to centre distance of beams 3 m, effective span of beams 6 m, the effective flange width of the beam, is

a.

200 cm

b.

300 cm

c.

150 cm

d.

100 cm

Discuss
Answer: (c).150 cm
Q164.
In a combined footing if shear stress does not exceed 5 kg/cm², the nominal stirrups provided are

a.

6 legged

b.

8 legged

c.

10 legged

d.

12 legged

Discuss
Answer: (b).8 legged
Q165.
A flat slab is supported

a.

on beams

b.

on columns

c.

on beams and columns

d.

on columns monolithicaily built with slab

Discuss
Answer: (d).on columns monolithicaily built with slab
Q166.
If diameter of a reinforcement bar is d, the anchorge value of the hook is

a.

4d

b.

8d

c.

12d

d.

16d

Discuss
Answer: (d).16d
Q167.
Minimum spacing between horizontal parallel reinforcement of different sizes, should not be less than

a.

one diameter of thinner bar

b.

one diameter of thicker bar

c.

sum of the diameters of ihinner and thicker bars

d.

twice the diameter of thinner bar

Discuss
Answer: (b).one diameter of thicker bar
Q168.
In a prestressed member it is advisable to use

a.

low strength concrete only

b.

high strength concrete only

c.

low strength concrete but high tensile steel

d.

high strength concrete and high tensile steel

Discuss
Answer: (d).high strength concrete and high tensile steel
Q169.
The ratio of the breadth to effective depth of a beam is kept

a.

0.25

b.

0.50

c.

0.70

d.

0.75

Discuss
Answer: (b).0.50
Q170.
Spacing of stirrups in a rectangular beam, is

a.

kept constant throughout the length

b.

decreased towards the centre of the beam

c.

increased at the ends

d.

increased at the centre of the beam.

Discuss
Answer: (d).increased at the centre of the beam.
Page 17 of 25