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 4 of 4.
Sree vaishnavi said:
8 years ago
I think as per IS 800 : 2007 cl: 7.1.2.1 Euler's formula is adopted.
Sonu said:
8 years ago
According to me, Option E is correct.
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.
Ashish said:
8 years ago
Perry Robertson formula according to IS CODE 800- 2007.
Rockii said:
8 years ago
Perry Robertson formula according to IS CODE 800- 2007.
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