Cable stayed bridge - connection at an abutment column to prevent uplift
Cable stayed bridge - connection at an abutment column to prevent uplift
(OP)
What is the best way to connect the end of deck girder to the top of an abutment column of a cable stayed bridge? The support is connected to both the stiffening girder and a back-stay cable. The support has to be able to resist an uplift force (from live load) and to move longitudinally.





RE: Cable stayed bridge - connection at an abutment column to prevent uplift
Regards,

Qshake
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RE: Cable stayed bridge - connection at an abutment column to prevent uplift
RE: Cable stayed bridge - connection at an abutment column to prevent uplift
RE: Cable stayed bridge - connection at an abutment column to prevent uplift
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