View Single Post
  #2   Spotlight this post!  
Unread 23-06-2002, 23:02
archiver archiver is offline
Forum Archival System
#0047 (ChiefDelphi)
 
Join Date: May 2001
Location: Pontiac, MI
Posts: 21,214
archiver has a reputation beyond reputearchiver has a reputation beyond reputearchiver has a reputation beyond reputearchiver has a reputation beyond reputearchiver has a reputation beyond reputearchiver has a reputation beyond reputearchiver has a reputation beyond reputearchiver has a reputation beyond reputearchiver has a reputation beyond reputearchiver has a reputation beyond reputearchiver has a reputation beyond repute
Bridge Numbers PS

Posted by Dodd Stacy at 1/16/2001 12:16 AM EST


Engineer on team #95, Lebanon Robotics Team, from Lebanon High School and CRREL/CREARE.


In Reply to: Bridge Mass Properties
Posted by Dodd Stacy on 1/16/2001 12:02 AM EST:



I forgot to include, for the bridge tenders out there, we neasure a vertical force at the end lip of 9 lbf, +/- 1, to raise or lower the end of the bridge from the balanced position. From the totally tilted position, the force required to move the bridge is very small, 1 lbf or so, less than the accuracy of the crude spring scale we were using.

I personally hope that FIRST will apply some grease to the steel angles making up the "pivot" of the bridge. It is so crude and involves such significant sliding under heavy loads that I think it will start galling and sticking without lube and become very erratic in its friction and breakaway characteristics.

Dodd


__________________
This message was archived from an earlier forum system. Some information may have been left out. Start new discussion in the current forums, and refer back to these threads when necessary.