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  1. Bildor

    What loads to use for Temporary propping design?

    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...

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