Repair and reconstruction of engineering structures - Assessment and Refurbishment of Steel Structures - page 208

Figure 6.32 Details of the branching
system: (a) pylon head, (b) branching
node
The flooring was designed using longitudinal IPE 330 girders reinforced in selected
places. There are binders at distances of 2.0 m and from U 120 (I 120). The flooring is
formed by trapezoidal plates, and on these a concrete slab 40 mm thick is embedded
above the upper edge of the plate and reinforced by grid. A view of the branching system
after reconstruction is given in Figure 6.33.
Figure 6.33 A view of the branching
structure