Civil Engineering - Steel Structure Design - Discussion
Discussion Forum : Steel Structure Design - Section 3 (Q.No. 16)
16.
When the length of a tension member is too long
Discussion:
10 comments Page 1 of 1.
Lalit chate said:
3 years ago
Bar for a too long a span.
Wire for medium span.
Rod for a short span.
Wire for medium span.
Rod for a short span.
(3)
Sanat kumar said:
4 years ago
A is the correct answer.
Shivam said:
5 years ago
Yes, wire rope is the correct one.
N Mukherjee said:
5 years ago
Explain in detail.
Swastik said:
7 years ago
Wire rope should be the correct answer.
Suyash said:
7 years ago
Option A, steel r/f can't use for a longer span, bm would be high for steel bar.
Arghadip said:
8 years ago
Examples are cable staied bridges. Option A is correct.
Ritu said:
8 years ago
Please, someone, explain it.
Tilak said:
8 years ago
Why Ankit give the explanation?
Ankit said:
9 years ago
It should be the option A.
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