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IS 13920 Reinforced Concrete Structures Quiz

Total questions: 15

Worksheet time: 8mins

Name
Class
Date
1.

What is the purpose of ductile detailing in reinforced concrete structures according to IS 13920?

a)

Increase construction cost

b)

Enhance structural strength and ductility

c)

Reduce material usage

d)

Improve aesthetic appearance

2.

In ductile detailing, what does IS 13920 recommend for maintaining ductility in the structure during seismic events?

a)

Increasing concrete strength

b)

Increasing beam spans

c)

Providing seismic links and confining reinforcement

d)

Reducing column sizes

3.

In seismic zones, IS 13920 recommends detailing of reinforcement to ensure:

a)

Brittle failure

b)

Ductile failure

c)

No failure

d)

Fatigue failure

4.

What is the purpose of providing transverse reinforcement in beams as per IS 13920?

a)

Increase axial load capacity

b)

Improve fire resistance

c)

Enhance shear strength and ductility

d)

Reduce deflection

5.

As per IS 13920, what is the recommended minimum grade of concrete for earthquake-resistant structures?

a)

M15

b)

M20

c)

M25

d)

M30

6.

What is the purpose of providing confinement reinforcement in the critical regions of a column as per IS 13920?

a)

Enhance column stiffness

b)

Increase column height

c)

Improve column aesthetics

d)

Confer ductility to the column under axial loads

7.

According to IS 13920, what is the minimum diameter of longitudinal reinforcement bars used in seismic-resistant columns?

a)

6 mm

b)

10 mm

c)

12 mm

d)

16 mm

8.

In seismic design, IS 13920 recommends detailing measures for:

a)

Columns only

b)

Beams only

c)

Both columns and beams

d)

Slabs only

9.

What does IS 13920 specify regarding the detailing of joints in earthquake-resistant structures?

a)

No special requirements for joints

b)

Strengthening joints using epoxy

c)

Detailing joints to accommodate ductility and movement

d)

Eliminating joints for better structural integrity

10.

In seismic zones, IS 13920 recommends the use of which type of lateral reinforcement in beams and columns for enhanced ductility?

a)

Stirrups

b)

Tendons

c)

Spirals

d)

Mesh

11.

What is the purpose of providing proper anchorage length for longitudinal reinforcement in seismic-resistant structures according to IS 13920?

a)

Improve aesthetics

b)

Increase column height

c)

Ensure proper load transfer and ductility

d)

Reduce construction time

12.

According to IS 13920, what is the recommended minimum grade of seismic-resistant reinforcement bars for structures in high seismic zones?

a)

Fe250

b)

Fe415

c)

Fe500

d)

Fe550

13.

In seismic design, what does IS 13920 recommend regarding the detailing of beam-column joints?

a)

Eliminate joints for better performance

b)

Increase joint size for aesthetics

c)

Provide additional reinforcement and ensure joint ductility

d)

Use epoxy to strengthen joints

14.

What is the purpose of providing confinement reinforcement in the plastic hinge region of a beam as per IS 13920?

a)

Reduce beam deflection

b)

Enhance beam aesthetics

c)

Confer ductility and prevent brittle failure

d)

Increase beam span

15.

According to IS 13920, what is the recommended minimum lap length for longitudinal reinforcement in seismic-resistant structures?

a)

15 times the bar diameter

b)

20 times the bar diameter

c)

25 times the bar diameter

d)

30 times the bar diameter