Canadian Steel Design (CSA S16-19) | Example: PΔ Effects in a Multi-Storey Steel Frame

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Canadian Steel Design (CSA S16-19) | Example: PΔ Effects in a Multi-Storey Steel Frame

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Contents:
Introduction: (0:00)
Notional Load: (2:41)
First-Order Analysis - Gravity Loads: (6:15)
First-Order Analysis - Translational Loads: (10:52)
Amplification Factor: (15:20)
Design Moment and Axial Load: (24:04)
Comparison to Second-Order Analysis: (28:25)
  1. Dr. Clayton Pettit
  2. Canadian Steel Design
  3. S-FRAME
  4. Analysis
  5. First-Order Analysis
  6. Second-Order Analysis
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It's interesting to get less loads than the gravity loads analysis. But this was made for the column analysed in slide 3, because the left-side column analysis would have bigger internal loads for the moment sign.

luisahumada