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About Design - Beam - Column
1. The document describes a trial-and-error method for selecting a trial shape for the design of beam-columns, which must satisfy interaction formulas. It involves converting bending moments to equivalent axial loads to choose a shape, then checking it against the formulas. 2. As an example, a member with a 150 kip axial load, 75 ft-kip moment about one axis and 30 ft-kip about the other is analyzed. A W12x58 shape is selected as the potential trial shape. 3. An alternative simpler method described by Yura is presented, which directly calculates an equivalent axial load and selects a shape, demonstrating it on the example.
Detailed Information
| Author: | ['Maulana Derry Imansyah'] |
|---|---|
| Publication Year: | 2013 |
| Pages: | 8 |
| Language: | English |
| Format: | |
| Price: | FREE |
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