Need a book? Engineering books recommendations...
Re: Design of bollards[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: <seaint(--nospam--at)seaint.org>
- Subject: Re: Design of bollards
- From: "Ed Workman" <eworkman(--nospam--at)fix.net>
- Date: Tue, 27 Jul 1999 10:09:36 -0700
-----Original Message----- From: Mark Gilligan <MarkKGilligan(--nospam--at)compuserve.com> To: INTERNET:seaint(--nospam--at)seaint.org <seaint(--nospam--at)seaint.org> Date: Monday, July 26, 1999 9:54 PM Subject: Design of bollards >Can anybody on this list point me to a standard that deals with the design >of bollards to resist the impact of motor vehicles. If the bollard is to PREVENT a vehicle from falling off the edge the UBC prescribes a 6 kip horizontal force to be applied 18'' above the floor. A lesser force might be appropriate if the bollard is only used to deter access. The supporting slab or? should of course be designed to anchor the bollard and consideration (don't start) given to the consequence of mobilization of bollard strength. Or plainly, make the bollard the only part that fails and make it replaceable after it does.
- Prev by Subject: Re: Design of bollards
- Next by Subject: Re: Design of bollards
- Previous by thread: ACI 318-99: Comments, Anyone?
- Next by thread: Re: Design of bollards