...so the diaphragm shear on a bridge when truck(s) hit it is...
...so the diaphragm shear on a bridge when truck(s) hit it is...
3
JAE (Structural)
(OP)
I've seen this before but it amazes me that Hooke's Law doesn't seem to apply to this bridge....the immovable object meets stupid truck drivers.
http://www.youtube.com/watch?feature=player_embedd...
http://www.youtube.com/watch?feature=player_embedd...






RE: ...so the diaphragm shear on a bridge when truck(s) hit it is...
RE: ...so the diaphragm shear on a bridge when truck(s) hit it is...
RE: ...so the diaphragm shear on a bridge when truck(s) hit it is...
Mike McCann
MMC Engineering
http://mmcengineering.tripod.com
RE: ...so the diaphragm shear on a bridge when truck(s) hit it is...
Analysis and Design of arbitrary cross sections
Reinforcement design to all major codes
Moment Curvature analysis
http://www.engissol.com/cross-section-analysis-des...
RE: ...so the diaphragm shear on a bridge when truck(s) hit it is...
RE: ...so the diaphragm shear on a bridge when truck(s) hit it is...
RE: ...so the diaphragm shear on a bridge when truck(s) hit it is...
Note that there is so little deflection upon impact that the lights don't even seem to be affected!
RE: ...so the diaphragm shear on a bridge when truck(s) hit it is...
Mike McCann
MMC Engineering
http://mmcengineering.tripod.com
RE: ...so the diaphragm shear on a bridge when truck(s) hit it is...