Civil Engineering - Steel Structure Design - Discussion
Discussion Forum : Steel Structure Design - Section 1 (Q.No. 4)
4.
The method of design of steel framework for greatest rigidity and economy in weight, is known as
Discussion:
12 comments Page 1 of 2.
Himanshu said:
9 years ago
Why not semi-rigid design?
Joseph said:
9 years ago
Why not semi-rigid design?
Ankh Leif said:
9 years ago
What is semi-rigid and fully rigid design?
Baloch said:
9 years ago
I think its Semi-rigid.
Fully rigid design concerns less on the economy.
Fully rigid design concerns less on the economy.
SURAJ said:
8 years ago
Yes, B is correct answer.
Sree vaishnavi said:
8 years ago
I think its semi-rigid as fully rigid is not economical and also, in reality, no design can be fully rigid.
SUNIL said:
8 years ago
Why not semi rigid design?
(1)
Mya darli khin said:
7 years ago
Why not semi-rigid?
(1)
Divya Dhawan said:
5 years ago
A fully rigid design is right.
Asking for the economy in weight.
The fully rigid design gives the economy in the weight.
Asking for the economy in weight.
The fully rigid design gives the economy in the weight.
(2)
Suresh said:
5 years ago
I'm agree with you, Thanks @Divya.
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