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What loads to use for Temporary propping design?

What loads to use for Temporary propping design?

What loads to use for Temporary propping design?

(OP)
Hello guys,

Need some guidance with regards to the type of load (SLS or ULS) to use for a basement propping design.
The prop forces from soil pressures have been generated with CADS PWS software and are in SLS.
I am assuming I can take this SLS forces and factor them in line with Eurocode 3 and design the steel propping scheme?
Or do I have to use the ULS values from CADS PWS to design the propping scheme?

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