Civil Engineering - Steel Structure Design - Discussion
Discussion Forum : Steel Structure Design - Section 1 (Q.No. 41)
41.
The permissible stress in bending for rolled steel I-beams and channels, is
Discussion:
16 comments Page 1 of 2.
Kalyan said:
1 decade ago
Only true if no lateral buckling is allowed and compression flange is fully held.
Ankit said:
9 years ago
I think the answer should be E because 0.75 fy.
Gajan Rana said:
9 years ago
According to me, the Correct answer is 0.66 fy.
Mahendra said:
9 years ago
Agree @Gajan.
It is 0.66fy.
It is 0.66fy.
Jaswant singh said:
8 years ago
For direct permissible stress 0.6fy.
Bending for rolled steel I-beams and channels 0.66fy.
0.66 * 250 = 1650 kg/cm2.
Bending for rolled steel I-beams and channels 0.66fy.
0.66 * 250 = 1650 kg/cm2.
Chhaya said:
8 years ago
And for shear 0.4 * fy.
Thanks @Jaswant.
Thanks @Jaswant.
Karam said:
8 years ago
.66 fy, for minimum fy =250, .66*250=1650.
Viru kapoor said:
7 years ago
Agree with 0.66fy.
Abhik said:
6 years ago
The unit is in N/mm2 for fy
Suman said:
6 years ago
The Correct ans should be 0.66fy.
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