TruthSeeker1234
Banned
- Joined
- Sep 9, 2006
- Messages
- 1,756
1. You'd have to calculate the loads
2. On the outer frame the staggered, linked loadbearing panels would effectively spread point loadings away to a certain extent, such that the failure mechanism you talk about would be localised.
3. Ditto the core frame's cross-bracing and horizontal members.
I too thought the core section was cross-braced. All the pictures show it. I thought it had its own flooring system. According to JREF consensus, including RMAckey, the core structure was not cross-braced, and only got lateral support from the floor assemblies.