Need a book? Engineering books recommendations...

Return to index: [Subject] [Thread] [Date] [Author]

Prestressed Double T Camber

[Subject Prev][Subject Next][Thread Prev][Thread Next]
Recntly we measured cambers of 10' wide, 60' long precast prestressed double tees for parking garage.
Generally, camber is about 3" to 4" for this kind of DTs.
But, this time all DT cambers are about 1".
Only difference in production condition is they stayed in mold more than three days because of holiday;
 typically we strip precast members within 8 hours of steam curing after pouring concrete.
I heard that detensioning is required immediately when concrete drying shrinkage or temperature shrinkage may cause
severe damage to long members like bridge girders.
But, I have never heard delayed detensioning could cause 'significantly' less camber.
Will these DTs have eventually the similar camber of DTs which were stripped 8 hours later?
If you have any experience or info, please let me know.

Be Yourself @!
Choose From 200+ Email Addresses
Get a Free Account at!