Civil Engineering - Steel Structure Design - Discussion
Discussion Forum : Steel Structure Design - Section 2 (Q.No. 23)
23.
According to IS : 800-1962 the permissible bending stress in steel slab plates, is
Discussion:
11 comments Page 1 of 2.
Suman said:
6 years ago
Max permissible bending stress is .66fy.
Max permissible bearing stress is .75fy.
So, .66*250 = 1650kg/cm^2 which is not given in option.
Max permissible bearing stress is .75fy.
So, .66*250 = 1650kg/cm^2 which is not given in option.
(2)
SHRI KANT PANDEY said:
5 years ago
Max permissible bending stress in Column is .75fy .
so that .75 * 250 = 1875 ~1890 Kg/cm2.
so that .75 * 250 = 1875 ~1890 Kg/cm2.
Chirag Giri Goswami said:
4 years ago
Permissible bending stress in base slab is 185N/mm^2. It is independent of yeild stress.
Sunil said:
7 years ago
Max permissible stress in slab base = 185 MPa for all type of steel.
Vinod kumar said:
7 years ago
Maximum permissible stress in slab base 185 MPa for steel.
Nancy said:
7 years ago
For bending stress: 0.66fy.
For bearing stress: 0.75fy.
For bearing stress: 0.75fy.
(3)
Faheem Afridi said:
4 years ago
As per my knowledge, the Correct answer is 1650kg/cm2.
(1)
Dipu said:
3 years ago
Yes, I agree, you are correct. @Faheem.
(1)
Chandu said:
7 years ago
0.66fy is correct I think.
(1)
Sam said:
7 years ago
Yes, 0.66fy is correct.
(1)
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