Post-tension calculations for Full Depth Precast Panels on steel beams
Post-tension calculations for Full Depth Precast Panels on steel beams
(OP)
I have re-deck project with full depth precast panels on steel beems (2-74' spans, continious beams). I am following PCI NorthEast Full Depth Deck Panels Guidelines (Second Edition) and AASHTO LRFD Bridge Design Specifications in my design. Looking for a guidance/set of calculations for the similar bridge.
Thx.
Thx.





RE: Post-tension calculations for Full Depth Precast Panels on steel beams
Mike McCann
MMC Engineering
http://mmcengineering.tripod.com
RE: Post-tension calculations for Full Depth Precast Panels on steel beams