bjren
Structural
- Feb 16, 2011
- 3
In AASHTO LRFD Section 13.8.2:
“The design load for the chain link or metal fabric fence shall be 0.015 ksf acting normal to the entire surface”
How was this load derived? It doesn’t make sense to apply it to the entire surface no matter what height of the fence is. (For example, 10 ft high chain link fence over the bridge). Live load is live load. No matter what type of the fence is, the total applied live load should be simillar, correct? Should 0.2+0.05L be the maxium live load for the chain link fence post design?
“The design load for the chain link or metal fabric fence shall be 0.015 ksf acting normal to the entire surface”
How was this load derived? It doesn’t make sense to apply it to the entire surface no matter what height of the fence is. (For example, 10 ft high chain link fence over the bridge). Live load is live load. No matter what type of the fence is, the total applied live load should be simillar, correct? Should 0.2+0.05L be the maxium live load for the chain link fence post design?