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.
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)
Arjun said:
4 years ago
945 for shear stress.
Arjun said:
4 years ago
945 for shear stress.
Alpesh mali said:
5 years ago
For shear stress 954kg/cm2.
Sabir said:
6 years ago
.66fy for bending and .75fy for bearing and .6fy fir tension and compression.
Shubham said:
6 years ago
Thanks @Jaswant.
(1)
Suman said:
6 years ago
The Correct ans should be 0.66fy.
Abhik said:
6 years ago
The unit is in N/mm2 for fy
Viru kapoor said:
7 years ago
Agree with 0.66fy.
Karam said:
8 years ago
.66 fy, for minimum fy =250, .66*250=1650.
Post your comments here:
Quick links
Quantitative Aptitude
Verbal (English)
Reasoning
Programming
Interview
Placement Papers