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
Euler's formula
Rankine formula
Engesser formula
Secant formula
Perry Robertson formula.
Answer: Option
Explanation:
No answer description is available. Let's discuss.
Discussion:
35 comments Page 1 of 4.

Shubham Kumar said:   4 years ago
1. Secant formula was used in an earlier version of IS:800 prior to 1984.
2. IS:800-1984 recommended Merchant-Rankine formula.
3. IS:800-2007 recommends the Perry Roberston formula (see clause 7.1.2.1, pg no-34 of IS:800-2007).
(19)

MJM Gcek said:   4 years ago
Agreed, Thanks @ Nigowi.
(2)

Dinesh said:   4 years ago
Merchant rankine Formula is correct.

Secant formula used before 1984. IS 800 1984 has been applicable to merchant formula.
(2)

Nigowi said:   5 years ago
According to Indian standard, it is Perry Robertson and according to British, it is Secant formula.

The version of IS 800 before 1984, it was Secant formula for Indian standard.

In the 1984 version, it was Merchant Rankine formula.

But the latest version, in IS 800 2007, it is Perry Robertson formula. Therefore the correct answer is E.
(6)

Chetan said:   5 years ago
Perry Robertson is used in European codebooks and secant is used in Indian codebook.

They have asked Indian standard institution so the given answer is correct.
(1)

Pankaj Verma said:   5 years ago
For steel column, Perry Robertson but for RCC and concrete column secant formula used.

Harsh Shukla said:   5 years ago
For allowable stress - Merchant Rankine.

For design stress - Perry Robertson.
(1)

Divyaraj said:   6 years ago
Perry robertson according to is 800 2007 and merchant rankine according to is 800 2000.

Shriram said:   6 years ago
Merchant Rankine formulae recommend by IS :800-1984.

Sumit bagul said:   7 years ago
Rankien's formula is correct.


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