mike80
Structural
- Feb 16, 2002
- 49
I have a general question about the width of a concrete bridge deck. In the past, for a steel beam or plate girder bridge supported on steel rockers and bearings, longitudinal joints were used in the deck was to reduce the transverse movement at the bearings due to expansion and contraction. With the use of elastomeric bearings, is there a reason to limit the width of the concrete deck? (Assuming it is constructed in stages to accommodate the size of the finishing machine and the movement does not exceed the capacity of the bearings.) If so, what would a reasonable maximum width be without a longitudinal joint?
Thanks for your input.
Thanks for your input.