Aussie Dave
Structural
- May 2, 2019
- 31
Hi All,
I have been looking at the different live loads on a domestic house.
Is it appropriate to use 1.5UDL as stated in BS 6399: 1996 or should I use the slightly higher load of 2 KN/m^2 as indicated in building regulations Approved Document A Table 4 ?
I have been looking at the different live loads on a domestic house.
Is it appropriate to use 1.5UDL as stated in BS 6399: 1996 or should I use the slightly higher load of 2 KN/m^2 as indicated in building regulations Approved Document A Table 4 ?
