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What is Flexural Limit State of Collapse Analysis about?

The document discusses the stress-strain relationships for concrete and steel as per IS:456-1978, outlining the maximum stress and strain values for both materials. It emphasizes the importance of applying partial safety factors for design purposes, specifically 0.67 for concrete and 1.15 for steel. Additionally, it includes assumptions made for the design of members under flexure to ensure ductile failure of reinforced sections.

Author

Ishaa Sanish

Language

EN