Tension Yielding and Rupture of Steel Sections - Design using AISC 360-22

This video tutorial shows how to calculate the gross-section yielding and net-section rupture (i.e., fracture) of steel sections in tension. We discuss the difference between gross area, net area, and effective area, compute shear lag factors, and find which of these two limit states controls. This is the first in an upcoming series on steel design, so stay tuned! Screenshots from the Steel Construction Manual are Copyright (c) American Institute of Steel Construction (AISC) and are reprinted with permission. All rights reserved. AISC 360-22 Specifications can be found here: https://www.aisc.org/publications/ste... AISC also publishes a shape database with both English and Metric units for common steel sections here: https://www.aisc.org/publications/ste... 0:00 Introduction 2:18 Stress-Strain Behavior 4:19 Limit States in Tension 7:25 Double Angle Example 18:37 More Shear Lag Factors 22:57 Square HSS Example 2