Prestressed/post-tensioned concrete bridges - Computational Analysis and Design of Bridge Structures - page 146

Figure 5.19 Elements of Verzasca 2 Bridge model 2.
Figure 5.20 Elements of Verzasca 2 Bridge model 3.
5.4.2.1 Model 1: Continuous girder with constant
cross section
The purpose of this very simple model is to have one that can be veri-
fied by hand. This model presents a good opportunity to check the results.
The bridge is modeled with only one beam, which has a constant cross