A different load case may be selected for analysis directly using this menu item.
In the partial safety concept according to EC 7, the designations of the load cases have been changed:
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Load Case 1 is now DS-P: Persistent Design Situation
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Load Case 2 is now DS-T: Transient Design Situation
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Load Case 3 is now DS-A: Accidental Design Situation
In addition, there is a seismic design situation: DS-E. In the DS-E design situation all partial factors = 1,0.
In tension piles the partial factor is now "1.50", compared to the previous "1.40".