Practice Governing Moments - 21.3.2 | 21. UNBRACED ROLLED STEEL BEAMS | Structural Engineering - Vol 2
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Governing Moments

21.3.2 - Governing Moments

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Learning

Practice Questions

Test your understanding with targeted questions

Question 1 Easy

What equation is used to describe the moment in very short beams?

💡 Hint: Think about the factors that affect moment in a plastic hinge.

Question 2 Easy

What is the significance of the section modulus?

💡 Hint: Consider beam cross-section properties.

4 more questions available

Interactive Quizzes

Quick quizzes to reinforce your learning

Question 1

What is the equation for moment capacity in a plastic hinge?

M_n = Z F_y
M_n = C_b (M_p - M_r)
M_{cr} = C_b C_w I + EI GJ C

💡 Hint: Recall the conditions for very short beams.

Question 2

True or False: C_b increases moment capacity for unbraced beams.

True
False

💡 Hint: Think about how external loads affect beams at different points.

1 more question available

Challenge Problems

Push your limits with advanced challenges

Challenge 1 Hard

A steel beam with a section modulus of 30 in^3 and yield strength of 50 ksi is 10 feet long. Calculate the moment in the plastic hinge scenario.

💡 Hint: Apply the principles of moment capacity based on Z and yield strength.

Challenge 2 Hard

Analyze a long steel beam under varying wind loads, using its properties to evaluate potential elastic lateral torsional buckling scenarios.

💡 Hint: Think about how external forces can change the internal state of the beam.

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