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20. BRACED ROLLED STEEL BEAMS

The chapter focuses on the behavior and design of laterally supported steel beams according to LRFD provisions. It emphasizes the methods to select efficient beam sections for bending moments, determines flexural strengths, and discusses failure modes and classifications of steel beams. The chapter further outlines the nominal strength requirements and flexural design principles, including considerations for different types of beam cross-sections.

Sections

BRACED ROLLED STEEL BEAMS

This chapter discusses the behavior and design of laterally supported steel beams and highlights how to prevent failures like lateral torsional buckling.

20 Section Overview

Start current section content and materials

20.1 Review from Strength of Materials

This section reviews the flexural behavior of steel beams under bending and introduces essential concepts for understanding beam strength.

20.1.1 Flexure

This section discusses the behavior of steel beams under bending and how to determine their flexural strength and properties.

20.2 Nominal Strength

The section outlines the requirements for nominal strength in steel beams subjected to load and resistance factor design.

20.3 Flexural Design

Flexural design involves understanding the behavior of steel beams under load and determining their strength through various classifications and failure modes.

20.3.1 Failure Modes and Classification of Steel Beams

This section covers the failure modes of steel beams, particularly focusing on plastic hinges and classification of sections based on their behavior under load.

20.3.1.1 Nominal Strength for Laterally Stable Compact Sections

This section discusses the nominal strength equation for laterally stable compact steel beam sections as defined by LRFD principles.

20.3.1.2 Partially Compact Section

This section discusses the identification, behavior, and design implications of partially compact steel sections in terms of their ability to resist local buckling.

Learning Objectives

  • Lateral torsional buckling is a critical failure mode for unsupported beams.

  • Effective section selection is crucial for ensuring beams are both lightweight and strong.

  • Nominal strength calculations are essential for various beam types in load and resistance factor design.

Key Concepts

Lateral Torsional Buckling

A failure mode that occurs in beams that are not supported laterally, causing twisting and bending.

Nominal Strength

The strength of a structural member determined under specified loading conditions, essential for safety in design.

Plastic Moment Strength

The maximum moment that a plastic section can withstand before failure, calculated based on the yield strength and section modulus.

Practice Exercises

Total Questions

2

Estimated Time

4 min

Passing Score

70%

Instructions

  • Read each question carefully
  • You can use hints if you need help
  • Complete all questions before submitting

1 more question available

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