Discussion :: Structural Design Specifications - Section 1 (Q.No.25)
The outstand of stiffeners should be (where t is the thickness of flat).
Answer: Option D
No answer description available for this question.
|Lakshmi said: (Sep 17, 2014)|
|In compression zone it is 16t & tension zone it is 12t.|
|Mani said: (May 21, 2016)|
|Amar said: (Nov 8, 2016)|
|Well said, Thanks @Lakshmi.|
|Sadashiva said: (Feb 21, 2019)|
|16t for steel sections and 12t for flats where t is the thickness of the section or flat.|
|Laxmikanth said: (Apr 23, 2020)|
|For flats:12t in compression and 20t in tension.
For angles 256tf/fy^0.5.
|Ankit Yadav said: (Oct 28, 2020)|
|Compression - 16t.
The outstand of web stiffeners in the terms of thickness is 12t.
|Niranjan said: (Oct 29, 2020)|
|The outstand of a web stiffener should not be greater than 256t/fy^0.5 for angle section and 12t for flats.
t = thickness of a flat.
|Mjm Gcek said: (Aug 15, 2021)|
For tension, it is 20t not 12t.
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