Computer · Design of Concrete Structures
According to IS 456:2000, the design for the limit state of collapse in flexure shall NOT be based on which of the following assumptions?
- 1The maximum strain in concrete at the outermost compression fibre is taken as 0.0035 in bending.
- 2The tensile strength of the concrete is ignored.
- 3The maximum compressive strain in concrete in axial compression is taken as 0.002.✓
- 4Plane sections normal to the axis remain plane after bending.
Correct answer
The maximum compressive strain in concrete in axial compression is taken as 0.002.
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