www.sefindia.org

[inchak at tatasteel.com]

Dear M/s P Kadam and Mukesh Upadhyay
We have the capability to ensure the ratio of the ultimate strength to
yield strength of bars to 1.25 minimum if the structural engineers see
value in it. We expect a clear verdict and the rationale to emerge through
this conference for us to take the correct steps. Please help us to help
you.


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