RFreund
Structural
- Aug 14, 2010
- 1,885
This is similar to the hillside power pole situation you typically see while driving. The pole is embedded into the hill side and is now X degrees from vertical as it rotates down the hill.
We have a situation where an existing residence built on a hillside has exiting balcony piers that appear to be sliding/rotating down hill (home appears to be ok). They would like to add on to the balcony but the proposed piers must be designed so as to not rotate down hill.
My questions:
Are there any references that discuss this topic?
How can you design for this situation? I thought about installing tie back helical piers but I'm not sure what the force on the pier would be.
Is this a slope stability issue?
Any other comments would be appreciated.
Thanks!
EIT
We have a situation where an existing residence built on a hillside has exiting balcony piers that appear to be sliding/rotating down hill (home appears to be ok). They would like to add on to the balcony but the proposed piers must be designed so as to not rotate down hill.
My questions:
Are there any references that discuss this topic?
How can you design for this situation? I thought about installing tie back helical piers but I'm not sure what the force on the pier would be.
Is this a slope stability issue?
Any other comments would be appreciated.
Thanks!
EIT