Can a Negative AST Occur If PU Is Too Small in Column Design?

Thread starter ghe
Start date Jul 9, 2015
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Column Design

AI Thread Summary

A negative area of steel bars (AST) in column design indicates an issue with the design parameters, particularly when the required design strength exceeds the available area. If the design's required load cannot be supported by the provided area of reinforcement, it suggests that the column is inadequately sized or that the load assumptions may be incorrect. Adjusting the column dimensions or increasing the number of bars may resolve the issue. Additionally, reviewing the load calculations and ensuring compliance with design codes is essential. Proper assessment and modification can prevent structural failures.

Jul 9, 2015

ghe

what should I do if I get too small PU making my "AST" (area of steel bars) negative in designing of column?Pls. help thanks a lot.

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Jul 9, 2015

SteamKing

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Sorry, but your post is incomprehensible.

Please follow the rules and fill out the HW template completely.

Jul 9, 2015

OldEngr63

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You PU is too small? Does that mean that you don't smell at all?

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