Need a book? Engineering books recommendations...

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

Re: Sewer Aerial Crossing

[Subject Prev][Subject Next][Thread Prev][Thread Next]
Anchoring for buoyancy may be a greater concern than all the others that you 
mentioned.  A sewer line is mostly empty most of the time (except during 
half-time at the Super Bowl).

A. Roger Turk, P.E.(Structural)
Tucson, Arizona

Todd Speck wrote:

. >   I'm designing a sewer aerial crossing bridge.  The bridge will only 
. > support the sewer itself, no vehicular traffic.  It's a 16" ductile iron 
. > pipe continuously supported by a cast in place cradle/saddle spanning 
. > between single column bents/abutments. The pipe/bridge at 100 yr 
. > occurrence will be completely submerged. The overall span length is only 
. > 60'.  I don't believe expansion/contraction will be an issue.

. >   1.  I'd appreciate any words of wisdom with respect to general design
. > issues.  I also have a few specific questions.

. >   2.  I'll be specifying stainless steel brackets and bolts to connect 
. > pipe to the cradle.  What type of stainless steel should I specify?

. >   3.  The soil has a potential vertical rise of 2.5".  The abutment 
. > foundation will be drilled shafts socketed into hard limestone and will 
. > not move. What is done to assure the pipe can handle the differential 
. > movement at the abutment?

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