Charlie95
Structural
- Oct 14, 2021
- 4
Hi,
I am designing high strength columns for fire using the Zone Method as BS EN 1992-1-2 States that method A/B may not be used for C90/105 columns. Can anyone point me in the direction to some worked examples/guidance on the Zone Method?
Thanks in advance!
I am designing high strength columns for fire using the Zone Method as BS EN 1992-1-2 States that method A/B may not be used for C90/105 columns. Can anyone point me in the direction to some worked examples/guidance on the Zone Method?
Thanks in advance!