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

Re: 70%-30% Bracing Load Distribution

[Subject Prev][Subject Next][Thread Prev][Thread Next]
Scott, William N. wrote:
Design the brace for the compression load, design the connection for the tensile capacity
Amen to that. And I'd add that the end fixity should be pinned, though the practical application of that is more difficult than the words.
******* ****** ******* ******** ******* ******* ******* *** * 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: ******* ****** ****** ****** ******* ****** ****** ********