HOME | DE | EN

PORTFOLIO | Bridges - Buildings - Special Structures - Competitions

ABES^INT members:
IL | PT | AT | OZ | VN

 

ABOUT US

SERVICES

CHRONOLOGY

PORTFOLIO

LINKS

 

|

		Hesperbachtal Bridge
Location	Germany
Client	EHS Beratende Ingenieure, Kassel
Date	2006
Services	Structural Analysis
Description
The present 6-span box girder bridge with a total length of 232m and a curved alignment was designed according to the German regulations of the DIN Fachbericht 105. A span-by-span erection sequence facilitated by a gantry was chosen requiring a detailed simulation of the construction process. The cross-section with a width of 15.5m contains exclusively external pre-stressing.
External pre-stressing
Cross-section with pre-stressing deviator
Stress distribution in external pre-stressing tendon

 

Tel Aviv | Lisbon | Graz | Sydney | Hanoi