vincentpa
Structural
- Nov 9, 2005
- 223
I was asked to design the steel support frames for 3 machines in the UK for a steel mill. The machines and steel support frames will be built in the US and shipped to the UK. The machines are 43'x12' and the support frames need to be 15' high. I will also be designing platforms and stairs to access the ends of the machines.
What code should I use to design the steel? Can I use AISC?
How do I find the seismic accelerations for the UK? Can I use them with ASCE 7?
What code should I use to design the steel? Can I use AISC?
How do I find the seismic accelerations for the UK? Can I use them with ASCE 7?