engineering recuitment UKPSC Polytechnic Lecturer Mock Test 2024 Reinforced Concrete Structures Limit State Method
As per IS 456:2000, in the Limit State Design of a flexural member, the strain in reinforcing bars under tension at ultimate state should not be less than
1
fy/Es
2
0.002 + fy/Es
3
fy/1.15Es
4
0.002 + fy/1.15Es