Is 300*600mm column and 300*450mm beam should be in the form of strong column weak beam concept?

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Why weak beam and strong column combination are considered to be more earthquake...
Posted by:
Muhammed Ahmed Hassaan
08-September-2013

Earthquake Engineering

Question added by Rajesh Devendra Kumar P G
Date Posted: 2016/11/06

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by Deleted user

it is not only about its dimension reinforcement in each member matters.

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