Practice Equivalent Static Method of Analysis - 41.10 | 41. Design as per the Codes | Earthquake Engineering - Vol 3
K12 Students

Academics

AI-Powered learning for Grades 8–12, aligned with major Indian and international curricula.

Professionals

Professional Courses

Industry-relevant training in Business, Technology, and Design to help professionals and graduates upskill for real-world careers.

Games

Interactive Games

Fun, engaging games to boost memory, math fluency, typing speed, and English skills—perfect for learners of all ages.

41.10 - Equivalent Static Method of Analysis

Enroll to start learning

You’ve not yet enrolled in this course. Please enroll for free to listen to audio lessons, classroom podcasts and take practice test.

Learning

Practice Questions

Test your understanding with targeted questions related to the topic.

Question 1

Easy

What is the meaning of Base Shear?

💡 Hint: Think about what happens when an earthquake occurs.

Question 2

Easy

What height can the Equivalent Static Method be applied to buildings in seismic zone V?

💡 Hint: Consider the limits given for this zone.

Practice 4 more questions and get performance evaluation

Interactive Quizzes

Engage in quick quizzes to reinforce what you've learned and check your comprehension.

Question 1

What is the maximum height for buildings using the Equivalent Static Method in seismic zone IV?

  • 15 meters
  • 20 meters
  • 30 meters

💡 Hint: Recall the height limits discussed for this zone.

Question 2

True or False: Base shear is the sum of vertical forces experienced by a building during strong winds.

  • True
  • False

💡 Hint: Consider the force types.

Solve and get performance evaluation

Challenge Problems

Push your limits with challenges.

Question 1

A building in seismic zone III has a total weight of 5000 kN, an importance factor of 1.0, a spectral acceleration of 0.2g, and a response reduction factor of 3, calculate the base shear using the Equivalent Static Method.

💡 Hint: Make sure all values are correctly plugged into the base shear formula.

Question 2

Explain the potential risks of not properly distributing base shear in a complex building design.

💡 Hint: Consider the consequences of overloading one part of the structure.

Challenge and get performance evaluation