Reinforced Concrete Structures Limit State Method

As per IS: 1893 - 2016, the storey drift in any storey due to minimum specified, design lateral force, with a partial load factor of 1, shall NOT exceed ‘X’ times the storey height. The value of ‘X’ is:

1

0.020

2

0.002

3

0.040

4

0.004

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