Steel Construction 02/15
Cover Story: The new pedestrian bridge crosses the Havel river in an S-curve. Angled steel arches support the superstructure at the longest span length located over the river and secondary channel. The hangers are not located as usual along the outer edge of the circular edge beam, but rather on radial cantilevers that almost reach the arch planes. Thus the resultant of the hangers is angled only slightly away from the angled arch plane, leading to reduced bending stresses within the arch. The arches terminate at the height of the superstructure and thereby allow for the horizontal thrust to be short circuited via a tieback. Within the range of the arches, the deck of the Rathenow Bridge widens to allow for seating space. (© BUGA Zweckverband)
Table of Contens:
- Slim floors – ULS design
- Slim floors with hollow-core and composite decks
- Composite interaction in shallow floor beams
- Deformation calculation methods for slim floors
- Fire design methods for slim-floor structures
- Slim floor design for human-induced vibrations
- Effect of unzipping connection behaviour on the composite interaction of shallow floor beams
- Simplifi ed EC design of king piles in quay walls
- Inclined grid shell dome in Kazakhstan
