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Recent content by thegcarmo
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Column Unfactored Load
Short answer: Because we usually use allowable stress design. Detailed answer: Regardless of what it is required to design (shallow or deep foundations), we can find in the literature methods based both on ASD and LRFD. However, most engineers I know prefer to use ASD -- which many call the...- thegcarmo
- Post #6
- Forum: Civil/Environmental engineering general discussion
