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About Design - Beam - Column
The document describes the process for designing beam-columns, which involves selecting a trial shape and checking it against the governing interaction formula through a trial-and-error approach. It presents a method for converting bending moments to equivalent axial loads to select the trial shape. This involves computing an effective axial load (Pueff) that accounts for the actual axial load plus moment contributions. Several example calculations are shown to illustrate selecting a W12x58 shape as the trial member for a structural component subjected to axial and bending loads.
Detailed Information
Author: | ['Fernando Torres'] |
---|---|
Publication Year: | 2019 |
Pages: | 10 |
Language: | English |
Format: | |
Price: | FREE |
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