Civil Engineering - Steel Structure Design - Discussion
Discussion Forum : Steel Structure Design - Section 4 (Q.No. 12)
12.
Maximum permissible slenderness ratio of a member normally acting as a tie in a roof truss, is
Discussion:
2 comments Page 1 of 1.
Pankaj chaudhary said:
8 years ago
E is correct because a tie member of the roof truss is a tension member and is acted upon various forces like wind load, seismic load etc.
So 350 is right.
So 350 is right.
Dipunku said:
5 years ago
Thanks @Pankaj.
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