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Re: axial braking load for bridges[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: seaint(--nospam--at)seaint.org
- Subject: Re: axial braking load for bridges
- From: "Robert Kazanjy" <rkazanjy(--nospam--at)gmail.com>
- Date: Wed, 17 May 2006 11:28:17 -0700
Dynamics really never was my thing, but how does braking increase the vertical load of the truck? Sure it will change the distribution of the loading in the front and rear axle, but not the total vertical load. The resultant force in breaking is in the direction of travel (horizontal), not vertical.Chris Towne-----Original Message-----
From: Daryl Richardson [mailto:h.d.richardson(--nospam--at)shaw.ca]
Sent: Wednesday, May 17, 2006 1:56 AM
To: seaint(--nospam--at)seaint.orgSubject: Re: axial braking load for bridgesScott,I can't answer your question about where in the code the stopping load is but 25% to 30% may not be enough. It might do in combination with a lane load governing situation but if a single truck governs you should probably consider a panic stop for the truck.Panic stop breaking generates about 70% of the vertical load for stopping force.Regards,H. Daryl Richardson----- Original Message -----From: Haan, Scott M POASent: Tuesday, May 16, 2006 6:22 PMSubject: axial braking load for bridgesI have a old structural engineering manual and I thought I read in there that it said that bridge foundations need to be designed for an axial breaking load equal to 25% or 30% of the live load neglecting impact. Is this right? Where is this located in the AASHTO Bridge Design Specifications.Thanks.Scott.
I believe they are concerned about how truck braking loads add to the abutment lateral (longitudinal / trafffic direction load) not abutment vertical loading. Braking would increase vertical loads but how significant would have to be anayzed.
fya bend you knees quickly & then stop your decent next you're on a bathroom scale.
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