Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

  • Congratulations cowski on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

AS5100.5, CL10.7.3.5 (b)

Status
Not open for further replies.

SayGoodDay

Structural
Joined
Apr 18, 2007
Messages
31
Location
JP
Hi

Just a question, in the code, it stated the y1 is the larger core dimention of a closed rectangular tie. What happen if it is circular tie for circular column?. y1 is equal to the diameter of the tie? It just came up a very close spacing then.

Thanks
 
I would say yes, the OD of the tie.
For helical ties (a) applies .
 
But it is at least 3 times more steel then (for a, it times 0.03, but for b (ii), it times 0.09).

Why?

Thanks.
 
There is some penalty, but it's not as bad as it seems.
In (a) As is the area of the helix bar.
In (b) Asv is the total area, including cross bars.
 
Status
Not open for further replies.

Part and Inventory Search

Sponsor

Back
Top