Need a book? Engineering books recommendations...

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

? Grade Beam Analysis ?

[Subject Prev][Subject Next][Thread Prev][Thread Next]
I am designing a reinforced concrete grade beam to resist moments from the
columns in a steel moment frame building.  I have designed the reinforcing
for the max moments on the end, but my question is, how to model the
transfer of load into the ground.  Should I try to model it as a uniform
load, or a tapering load, or what?

Elias Hahn, EIT
Evergreen Engineering, LLC
Hillsboro, OR

******* ****** ******* ******** ******* ******* ******* ***
*   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: 
******* ****** ****** ****** ******* ****** ****** ********