Bridges by VFT method in Poland: state-of-the-art - Economical Bridge Solutions based on Innovative Composite Dowels and Integrated Abutments - page 107

to the large slenderness of the web in this region (because of significant construction height)
longitudinal stiffeners are applied next to supports.

Figure 22: Longitudinal section of the bridge in Kluszkowce

The mid-span cross section is presented in “Fig. 23” and the cross-section at the pillar
is presented in “Fig. 24”.

Figure 23: Mid-span section of the bridge in Kluszkowce

Figure 24: Cross section at the pillar of the bridge in Kluszkowce