2be
Structural
- Feb 5, 2004
- 3
I am designing a fall restraint fence to capture loose boulders (that might be dislodged in a seismic event) from a rock wall 6m up a 30deg slope. I can design the posts based on energy principles and acceptable energy losses for the slope I'm working on. I do, however, need to design the proposed chain link fencing to span between the posts, the spacing of which will probably be determine by the link capacities. Where can I access fundamental fencing capacities? Thanks. Thor