Now We can access Petroleum Community by domain www.petrolcom.net______________ website new domain www.petrolcom.net

# Thread: pipeline anchor block calculation

1. Member

Join Date
Sep 2008
Posts
29
Thanks
0
Thanked 1 Time in 1 Post

## pipeline anchor block calculation

I need help for pipeline anchor block calculation, please can someone show me this:
with ceasar II I found force on X and z par example 900 KN at node anchor block; how to do for costruction for this support?
thanks

› See More: pipeline anchor block calculation

Join Date
Always
Posts
Many

3. Member

Join Date
Aug 2008
Posts
58
Thanks
60
Thanked 7 Times in 1 Post
it is important to have data from the soil. the area of thrust block must have the anchor depends on the resistance offered by the soil. This area must bear the full thrust of the pipeline.

4. phones Automotive Camera Computers Laptops Electronics Fashion Home Industrial Jewelry

-

5. Member

Join Date
Sep 2008
Posts
29
Thanks
0
Thanked 1 Time in 1 Post

## anchor bloc design

thank you ...
during pipeline construction, in the engineering, it's request when a pipeline connect with afcility, we put an anchor block..
pressure,température , diameter, material, soil density, coef of friction of the sol..etc...
the dimensiosn of the block are not the same ( wter lines, oil lines and gas lines)
I am sur that the design is the same but tehe results depend from temperature and pressure of pipe...
can you have me this formula , or any book design...
regards

6. Junior Member

Join Date
Sep 2009
Posts
7
Thanks
0
Thanked 12 Times in 2 Posts

## Re: anchor bloc design

Originally Posted by galant1960

[This link Point to another website Only registered and activated users can see links.]

thank you ...
during pipeline construction, in the engineering, it's request when a pipeline connect with afcility, we put an anchor block..
pressure,température , diameter, material, soil density, coef of friction of the sol..etc...
the dimensiosn of the block are not the same ( wter lines, oil lines and gas lines)
I am sur that the design is the same but tehe results depend from temperature and pressure of pipe...
can you have me this formula , or any book design...
regards
Hi again, casually I did some time ago a calculation for anchor blocks, it hasn't been validated yet but the results seem logical. Send me your e-mail for share it.

Regards,

Eddie