Computer · Design of Concrete Structures
Calculate the design yield stress for steel grade Fe-415 after applying the necessary partial safety factor, in accordance with the limit state method of design for RCC members.
- 1415 N/mm2
- 2435 N/mm2
- 3217.5 N/mm2
- 4361.05 N/mm2✓
Correct answer
361.05 N/mm2
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