Practice Strong Column – Weak Beam Concept - 39.12 | 39. Methods of Introducing Ductility into RC Structures – Design Methodology (IS 1893, IS 13920 and IS 4326) | Earthquake Engineering - Vol 3
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Strong Column – Weak Beam Concept

39.12 - Strong Column – Weak Beam Concept

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Learning

Practice Questions

Test your understanding with targeted questions

Question 1 Easy

What is the primary function of a strong column in a seismic design?

💡 Hint: Think about the relationship between beams and columns.

Question 2 Easy

Define ductility in the context of structural engineering.

💡 Hint: Consider how materials behave under stress.

4 more questions available

Interactive Quizzes

Quick quizzes to reinforce your learning

Question 1

What is the primary principle of the Strong Column - Weak Beam concept?

Columns should fail first
Beams should yield first
Both should fail simultaneously

💡 Hint: Remember the relationships of moment resistance.

Question 2

True or False: The equation \( \sum M_c \geq 1.2 \times \sum M_b \) is designed to ensure that beams have a greater moment capacity than columns.

True
False

💡 Hint: Revisit the definitions of the equation.

1 more question available

Challenge Problems

Push your limits with advanced challenges

Challenge 1 Hard

In a design where the moment resistance of beams is calculated to be 40 kNm, what should be the minimum moment resistance for columns? Propose how you would ensure that this is maintained in practice.

💡 Hint: Agree upon the laws governing moment resistance.

Challenge 2 Hard

Discuss the implications of ignoring the Strong Column - Weak Beam design philosophy in a high-rise building situated in a high seismic zone.

💡 Hint: Consider both structural integrity and safety.

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