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 2 of 4.
Pankaj Verma said:
5 years ago
For steel column, Perry Robertson but for RCC and concrete column secant formula used.
Ganesh said:
10 years ago
Euler's formula is valid up to 80 and for more than that we uses the secant formula.
Harsh Shukla said:
5 years ago
For allowable stress - Merchant Rankine.
For design stress - Perry Robertson.
For design stress - Perry Robertson.
(1)
Sree vaishnavi said:
8 years ago
I think as per IS 800 : 2007 cl: 7.1.2.1 Euler's formula is adopted.
Divya said:
9 years ago
In IS-800 2007 , Perry Robertson formula has been given.
Sourav said:
8 years ago
In IS800;2007 Perry Robertson formula has been adopted.
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.
Santnosh said:
1 decade ago
Max allowable stress can be found by decant formula.
Shriram said:
6 years ago
Merchant Rankine formulae recommend by IS :800-1984.
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