# Civil Engineering - Steel Structure Design - Discussion

### Discussion :: Steel Structure Design - Section 2 (Q.No.23)

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

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.