0046-A-Construction Stages
Casimir Katz | Casimir KatzA0 Klassifikation
| Klasse | Analytisches Verifikationsbeispiel |
|---|---|
| Tragwerkstyp | Stabtragwerk |
| Mechanik | Statik |
| Materialgesetz | elastisch |
| Baustoff | allgemein |
| Nachweisformat | Schnittgrößenermittlung |
| Norm | keine Norm |
| Status |
veröffentlicht am 29.08.2025 |
A1 Problembeschreibung
A bridge construction is errected with two single span prefabricated beams and an additional support. Then the end supports and the intermediate hinge will be closed. and the interim support is removed. What is the moment distribution for this construction stage?
The total span of the beam is 2 x 20 m. The uniform loading should be taken to 30 kN/m.
The section and naterial may be choosen freely (e.g. a rectangular section 1500 mm height and 4000 mm wide)
The special target of this test is to show the work flow for this type of problem.
A5 Referenzen
