Civil Engineering - Steel Structure Design - Discussion

23. 

According to IS : 800-1962 the permissible bending stress in steel slab plates, is

[A]. 1500 kg/cm2
[B]. 1420 kg/cm2
[C]. 2125 kg/cm2
[D]. 1890 kg/cm2

Answer: Option D

Explanation:

No answer description available for this question.

Viru Kapoor said: (Mar 7, 2018)  
It's 0.75fy.

Chandu said: (Mar 20, 2018)  
0.66fy is correct I think.

Sam said: (Apr 19, 2018)  
Yes, 0.66fy is correct.

Sunil said: (Jul 17, 2018)  
Max permissible stress in slab base = 185 MPa for all type of steel.

Nancy said: (Nov 11, 2018)  
For bending stress: 0.66fy.

For bearing stress: 0.75fy.

Vinod Kumar said: (Dec 12, 2018)  
Maximum permissible stress in slab base 185 MPa for steel.

Suman said: (Apr 9, 2019)  
Max permissible bending stress is .66fy.
Max permissible bearing stress is .75fy.
So, .66*250 = 1650kg/cm^2 which is not given in option.

Shri Kant Pandey said: (May 23, 2020)  
Max permissible bending stress in Column is .75fy .
so that .75 * 250 = 1875 ~1890 Kg/cm2.

Chirag Giri Goswami said: (Apr 27, 2021)  
Permissible bending stress in base slab is 185N/mm^2. It is independent of yeild stress.

Faheem Afridi said: (Oct 18, 2021)  
As per my knowledge, the Correct answer is 1650kg/cm2.

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