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?
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?
