Wiseel
Structural
- Jan 26, 2020
- 14
Hi all,
I'm just looking through the wind loading eurocode and, in particular, trying to determine internal pressure coefficients for a fully enclosed temporary building - with no openings.
Don't know if i'm missing something, or just being daft, but everything about internal pressure (sect 7.2.9) appears to be a percentage of external pressure coefficient relative to the size/number of openings, but in this case i have no openings at all.
If anyone could offer any advice, it would be much appreciated.
Thanks
Wiseel
I'm just looking through the wind loading eurocode and, in particular, trying to determine internal pressure coefficients for a fully enclosed temporary building - with no openings.
Don't know if i'm missing something, or just being daft, but everything about internal pressure (sect 7.2.9) appears to be a percentage of external pressure coefficient relative to the size/number of openings, but in this case i have no openings at all.
If anyone could offer any advice, it would be much appreciated.
Thanks
Wiseel