Civil Engineering - Steel Structure Design - Discussion
Discussion Forum : Steel Structure Design - Section 2 (Q.No. 1)
1.
The effective length L of a simply supported beam with ends restrained against torsion, and also the ends of compression flange partially restrained against lateral bending, is given by
Discussion:
6 comments Page 1 of 1.
Srinath said:
9 years ago
Table 15 Effective Length for Simply Supported Beams, L~T, as per IS 800 : 2007.
Chhaya said:
8 years ago
Thanks @Srinath.
Duhan said:
7 years ago
Option D is the right answer.
For torsional and warping restraint effective length of the beam is 0.7 of the span.
For torsional and warping restraint effective length of the beam is 0.7 of the span.
Suhail Rafiq said:
4 years ago
Thanks a lot @Srinath.
Rohit said:
3 years ago
L = 0.7 for simply supported,
L = 0.85 for cantilever,
L = 2L for cantilever continuous.
L = 0.85 for cantilever,
L = 2L for cantilever continuous.
Fakhar Naveed said:
2 years ago
D is the Right answer.
L = 0.7 for simply supported,
L = 0.85 for the cantilever,
L = 2L for cantilever continuous.
L = 0.7 for simply supported,
L = 0.85 for the cantilever,
L = 2L for cantilever continuous.
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