Consider the following statements regarding assumptions made in LSM as per IS 456:2000.

A) Maximum compressive strain in concrete at outermost fiber is limited to 0.0035 for limiting (balanced) sections only.

B) The ratio of characteristic strength of concrete to the design strength of concrete in flexural compression is about less than 1.5.

C) The plane section remains plane even after bending implies that strain distribution is linear if the bond between concrete and steel is maintained.

The incorrect statements are: