Civil Engineering - Structural Design Specifications - Discussion
Discussion Forum : Structural Design Specifications - Section 1 (Q.No. 25)
25.
The outstand of stiffeners should be (where t is the thickness of flat).
Discussion:
9 comments Page 1 of 1.
Majeed khan said:
9 months ago
What is outstand here? Please explain me.
MJM Gcek said:
2 years ago
@Lakshmi.
For tension, it is 20t not 12t.
For tension, it is 20t not 12t.
Niranjan said:
3 years ago
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.
t = thickness of a flat.
Ankit Yadav said:
3 years ago
Compression - 16t.
Tension- 20t.
The outstand of web stiffeners in the terms of thickness is 12t.
Tension- 20t.
The outstand of web stiffeners in the terms of thickness is 12t.
LAXMIKANTH said:
3 years ago
For flats:12t in compression and 20t in tension.
For angles 256tf/fy^0.5.
For angles 256tf/fy^0.5.
Sadashiva said:
4 years ago
16t for steel sections and 12t for flats where t is the thickness of the section or flat.
Amar said:
7 years ago
Well said, Thanks @Lakshmi.
Mani said:
7 years ago
Thanks @Lakshmi.
Lakshmi said:
9 years ago
In compression zone it is 16t & tension zone it is 12t.
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