According to IS 456-2000, the Maximum compressive strain at the highly compressed extreme fibre in concrete subjected to axial compression and bending and when there is no tension on the section shall be

• A. 0.0035
• B. 0.0035 minus 0.75 strain at the least compressed fibre
• C. 0.002
• D. 0.002 minus 0.75 strain at the least compressed fibre