Has anyone seen a specification for allowable settlement of foundations for a traveling portal crane.
Is there a general allowance or does it depend on each portal crane specifically.
The size of the crane is somewhere between 100t to 500t.
There is a strip footing along each track. I'm not sure if piling is normally required. Ground locally, will consist of imported sand fill most likely.
Is there a general allowance or does it depend on each portal crane specifically.
The size of the crane is somewhere between 100t to 500t.
There is a strip footing along each track. I'm not sure if piling is normally required. Ground locally, will consist of imported sand fill most likely.
