Practice LRFD Load Combinations - 6.3.3 | 6. Loads on Structures - part a | Structural Analysis
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.

6.3.3 - LRFD Load Combinations

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 a load factor in the context of structural engineering?

💡 Hint: Think about how loads might change during a structure's life.

Question 2

Easy

Define 'Dead Load'.

💡 Hint: What things are considered permanent in a building?

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 does LRFD stand for?

  • Load and Resistance Factor Design
  • Load Ratio Factor Design
  • Linear Resistance Factor Design

💡 Hint: Think about how the components in the title relate to structural safety.

Question 2

True or False: The dead load of a structure can change over time.

  • True
  • False

💡 Hint: Recall what constitutes a dead load.

Solve 2 more questions and get performance evaluation

Challenge Problems

Push your limits with challenges.

Question 1

A building's dead load is 300 kN, the live load is 100 kN, and it must endure a wind load of 50 kN. Using the combination 0.9D + 1.6W + 1.6H, calculate the factored load.

💡 Hint: Substitute and calculate each load using the coefficients.

Question 2

Design a structure considering a dead load of 250 kN, a live load of 150 kN, and a seismic load of 40 kN using 1.2D + 1.0L + 1.0E.

💡 Hint: Apply provided coefficients to each load type.

Challenge and get performance evaluation