Civil Engineering - Steel Structure Design - Discussion
Discussion Forum : Steel Structure Design - Section 1 (Q.No. 3)
3.
For determination of allowable stress in axial compression, Indian Standard Institution has adopted
Discussion:
35 comments Page 3 of 4.
Vaibhav said:
8 years ago
The correct answer is Merchant-Rankine formula. Secant formula was correct according to previous IS codes IS 800:1962. But after that secant formula has been dropped in next IS code IS 800: 1984.
Sonu said:
8 years ago
According to me, Option E is correct.
Sree vaishnavi said:
8 years ago
I think as per IS 800 : 2007 cl: 7.1.2.1 Euler's formula is adopted.
M.patel said:
8 years ago
Rankine formula is the correct answer.
Sourav said:
8 years ago
In IS800;2007 Perry Robertson formula has been adopted.
Priyangan said:
9 years ago
Yes, you are right @Himanshu.
Suriya janak said:
9 years ago
Its B, as per IS 800:1948 for maximum permissible com stress merchant Rankine formula is used.
Himanshu said:
9 years ago
You are right @Divya.
Shailza said:
9 years ago
Why not Merchant-Rankine formula?
Summn sarkar said:
9 years ago
Which one is the right answer?
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