ACtrafficengr
Civil/Environmental
- Jan 5, 2002
- 1,641
I've been asked about fall protection fencing for a bridge over a dam spillway. It's on a filled masonry arch, so posts will be driven into the4 ground. It's in a historic area, so aesthetics are a concern.
I'm used to highway design standards, which don't really apply here. As I understand it, the basic requirements are:
the fence must [ol 1]
[li]withstand a 50lb/LF load in both downward and outward directions (not simultaneously),[/li]
[li]the top rail must be 42” off the ground surface (even with the 50 lb/lf downward load),[/li]
[li]and a 4” sphere must not pass through.[/li]
[/ol]
This was suggested as a fence that would fit in with the surroundings. I can't find any info about strength of split rail fence, though.
[img
Any suggestions would be appreciated!
My glass has a v/c ratio of 0.5
Maybe the tyranny of Murphy is the penalty for hubris. -
I'm used to highway design standards, which don't really apply here. As I understand it, the basic requirements are:
the fence must [ol 1]
[li]withstand a 50lb/LF load in both downward and outward directions (not simultaneously),[/li]
[li]the top rail must be 42” off the ground surface (even with the 50 lb/lf downward load),[/li]
[li]and a 4” sphere must not pass through.[/li]
[/ol]
This was suggested as a fence that would fit in with the surroundings. I can't find any info about strength of split rail fence, though.
[img
Any suggestions would be appreciated!
My glass has a v/c ratio of 0.5
Maybe the tyranny of Murphy is the penalty for hubris. -