What is the partial safety factor for concrete and steel used in the limit state design method (As per IS - 465 : 2000)

1
1.6 for Concrete & 1.15 for steel 
2
1.5 for Concrete & 1.2 for steel 
3
1.4 for Concrete & 1 for steel 
4
1.5 for Concrete & 1.15 for steel 
5
2.0 for Concrete & 2.0 for steel

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