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What is Uncracked Section Stress Analysis Guide about?

1) The stresses were calculated in an uncracked reinforced concrete section due to self-weight. 2) The position of the neutral axis was found to be 257mm from the top of the section. 3) The stress in the top concrete fiber was found to be 6 MPa in compression. 4) The stress in the steel reinforcement was found to be 175 MPa.

Author

Raju Sk

Language

EN