Engineerataltitude
Structural
- Oct 31, 2008
- 83
Owner wants to put a 50'x62' steel building on a slab for a quasi-industrial use. Slab designed for HS20-44 vehicle loading. Normally no problem, but geotech report says soil is poor and is recommending piles to support the building. Before I launch into that design, wanted see if anyone had any other recommedations as to how to support that slab...
Problem is that the steel frame in the metal building has pretty good sized concentrated loads (26K) at the perimeter of the slab. Would normally put pad footings there but since the site won't support them, didn't know if I should perhaps look at a combination of a perimter gade beam with pile supports underneath or something else?
Any suggestions?
Also, how much should I be concerned about settlement? Building should be pretty flexible.
Problem is that the steel frame in the metal building has pretty good sized concentrated loads (26K) at the perimeter of the slab. Would normally put pad footings there but since the site won't support them, didn't know if I should perhaps look at a combination of a perimter gade beam with pile supports underneath or something else?
Any suggestions?
Also, how much should I be concerned about settlement? Building should be pretty flexible.