Ensayo de Losas Prefabricadas Sometidas a Flexión

Abstract

The present research tries to show the real capacity of these constructive systems, conformed by steel beams type I-shaped members and lightweight construction materials type vaults, which doesn’t have a formwork system. In this way, this investigation try to reduce the uncertainties that exists about its behavior that limits its use. The main characteristic and advantage is the reduction of the total time of the construction. The tests to be performed is to apply two point charges negative and positive moment on the metal section and prefabricated slabs. The results of the measurements determine the bending load capacity, maximum permissible deformation and ductility for each of the cases represented in this investigation.