Roof parking

[Anonymous]

Hello everyone, 

I have a residential building with a parking on the top roof.

Can anyone help me find out how much should i consider the loads in such case on the roof?

and if anyone has a similar model can send it to me.

Thank you 

[DennisVDijk]

Hello ft_111,

I should consider category F or G from Eurocode 1991-1:

[saclovitzky]

I would initially design the roof with a live load of 2.50 kN/m2(DL depends on the section) . And design the parapet wall/barrier/ for a vehicular impact of 150 kN , 375mm from finish roof level,