ReverenceEng
Structural
- Feb 18, 2016
- 81
Hi all,
I have a project to design an overhead clearance bar / headache bar. It does not have a swing-away capability. I know ASCE 7 chapter 4 prescribes a 6,000 lb force for barrier systems applied at I believe 18" above grade, but certainly this isn't a barrier and doesn't need to function as one. So, the 6,000 lb seems a bit large to me. However, the force will be applied at the top of the bar, inducing quite a large moment at the base, so I need to select a manageable force, but also design appropriately.
Does anyone have any guidance on what magnitude of a point load might be appropriate here? I'd like it to withstand an occasional bump at height, or at least not completely get knocked over by one.
Thank you for your advice,
I have a project to design an overhead clearance bar / headache bar. It does not have a swing-away capability. I know ASCE 7 chapter 4 prescribes a 6,000 lb force for barrier systems applied at I believe 18" above grade, but certainly this isn't a barrier and doesn't need to function as one. So, the 6,000 lb seems a bit large to me. However, the force will be applied at the top of the bar, inducing quite a large moment at the base, so I need to select a manageable force, but also design appropriately.
Does anyone have any guidance on what magnitude of a point load might be appropriate here? I'd like it to withstand an occasional bump at height, or at least not completely get knocked over by one.
Thank you for your advice,