asixth
Structural
- Feb 27, 2008
- 1,333
Hi guys
I am having trouble with my local council on this one. Basically I have a reinforced concrete sanitary sewer with the following parameters:
1500mm dia (5')
10000mm deep (33')
250mm wall thick (10")
2 layers of reinforcement in each face of the wall with 50mm cover(2")
Waterstops at every construction joint
Does this sound like typically detailing practice for sanitary sewers. What do others specify when designing sewers or other underground cambers.
All help will be appreciated.
I am having trouble with my local council on this one. Basically I have a reinforced concrete sanitary sewer with the following parameters:
1500mm dia (5')
10000mm deep (33')
250mm wall thick (10")
2 layers of reinforcement in each face of the wall with 50mm cover(2")
Waterstops at every construction joint
Does this sound like typically detailing practice for sanitary sewers. What do others specify when designing sewers or other underground cambers.
All help will be appreciated.