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What are the various assumptions made in the theory of Limit State of Collapse (flexure) in case of RC members?
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written 7.8 years ago by
teamques10
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- Plane sections normal to the axis remain plane after bending.
- The maximum strain in concrete at the outermost compression fibre is 0.0035 in bending.
- Tensile strength of concrete is ignored.
- Maximum strain in the tension reinforcement in the section at failure shall not be less.
- There is a perfect bond between steel and concrete.
- The stresses in the reinforcement are derived from stress strain curve for the type of steel used.
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