Civil Engineering - Steel Structure Design - Discussion
Discussion Forum : Steel Structure Design - Section 1 (Q.No. 17)
17.
Live load
Discussion:
7 comments Page 1 of 1.
Tanmay said:
10 years ago
Live load as udl?
Raja said:
10 years ago
Yes, it's a correct. Live load as udl.
Sharad cheke said:
9 years ago
I think dead load consider as UDL. Is it right?
Asmaul Husna said:
8 years ago
According to me the UDL and LL are separate things.
Ajay said:
7 years ago
Can live load be considered as point load?
Hardik said:
6 years ago
But if it is UDl then how it can vary in position or magnitude? I think only C option is correct.
Ojasav said:
3 years ago
I think live load is non uniform.
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