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 2 of 2.
Shubham said:
6 years ago
Thanks @Jaswant.
(1)
Sabir said:
6 years ago
.66fy for bending and .75fy for bearing and .6fy fir tension and compression.
Alpesh mali said:
5 years ago
For shear stress 954kg/cm2.
Arjun said:
4 years ago
945 for shear stress.
Arjun said:
4 years ago
945 for shear stress.
Ktk said:
3 years ago
Permissible stress for rolled I beams and channels;
945 kg/cm2 for shear.
1500 kg/cm2 for tension.
1650 kg/cm2 for bending.
945 kg/cm2 for shear.
1500 kg/cm2 for tension.
1650 kg/cm2 for bending.
(3)
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