Need a book? Engineering books recommendations...

Return to index: [Subject] [Thread] [Date] [Author]

RE: Wind load and pile depths for wooden fences (San Jose)

[Subject Prev][Subject Next][Thread Prev][Thread Next]

Few Australian codes have mandatory serviceability loads, or conditions,
just a blanket requirement that a structure has to be serviceable. The
designers and end users determine the serviceability criteria. There are
recommendations in the codes, but not mandatory.

The Australian Concrete Code rules on serviceability are mandatory, they are not recommendations. I think the steel code rules are the same (I have not read it for 30 years). The loading code has recommendations (much to the chagrin of the design code writers), but these are over-ridden by the design codes.

And the change to the wind loading code was one of the most stupid ever. Now a designer has to do 2 complete analyses for wind because some statistician decided different return periods were more accurate (this is statistics we are talking about) than an ultimate loading factor.

Regards  Gil Brock
Prestressed Concrete Design Consultants Pty. Ltd. (ABN 84 003 163 586)
5 Cameron Street Beenleigh Qld 4207 Australia
Ph +61 7 3807 8022              Fax +61 7 3807 8422
email:          gil(--nospam--at)
email:          sales(--nospam--at)
email:          support(--nospam--at)

******* ****** ******* ******** ******* ******* ******* ***
*   Read list FAQ at:
* * This email was sent to you via Structural Engineers * Association of Southern California (SEAOSC) server. To * subscribe (no fee) or UnSubscribe, please go to:
* Questions to seaint-ad(--nospam--at) Remember, any email you * send to the list is public domain and may be re-posted * without your permission. Make sure you visit our web * site at: ******* ****** ****** ****** ******* ****** ****** ********