Civil Engineering - Steel Structure Design - Discussion
Discussion Forum : Steel Structure Design - Section 1 (Q.No. 28)
28.
The maximum permissible slenderness ratio of a member carrying loads resulting from wind, is
Discussion:
15 comments Page 2 of 2.
INDER KUMAR said:
8 years ago
350 is the correct answer.
Vikas Vaghela said:
8 years ago
Which is the correct answer 250 or 350?
Give me a proper explanation.
Give me a proper explanation.
JayasriSiva said:
9 years ago
Sorry answer 250 is correct as,
It doesn't tell any condition that the member is actually a tensile member and it subjected to the reversal of stress.
If it is mentioned only we have to go for 350.
Otherwise, it is understood that it is "the member subjected to compressive loads resulting from wind or earth or seismic forces - 250".
It doesn't tell any condition that the member is actually a tensile member and it subjected to the reversal of stress.
If it is mentioned only we have to go for 350.
Otherwise, it is understood that it is "the member subjected to compressive loads resulting from wind or earth or seismic forces - 250".
Rishi R said:
10 years ago
350 for tension members.
250 for compression members.
250 for compression members.
Vignesh said:
10 years ago
350 is the right answer, because table 3 of is 800 2007 states that "A member normally acting as a tie or bracing not considered effective when subjected to possible reversal of stress into compression from action of wind or earthquake forces".
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