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Appropriate loading for long term settlement

Appropriate loading for long term settlement

Appropriate loading for long term settlement

(OP)
Hi

I am looking for advice on an appropriate "loading" combination for long term settlement.

I have a concrete ground bearing structure supporting itself and some live load. Should I apply 100% dead load and 100% live load when considering long term settlement or perhaps a reduced live load. If so, how much? Is there any guidance out there I could refer to?

Cheers

RE: Appropriate loading for long term settlement

100% dead load and a long term factor for live load.

as to this factor depends on your reference codes.

http://www.nceng.com.au/
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