Affiliation:
1. VSB Technical University Ostrava
2. VSB - Technical University Ostrava
Abstract
During erection of a rooflight steel structure excessive deformation started appearing in the steel structure designed for a rooflight. After repairing the load-carrying system it was necessary to check whether the structure was free of permanent deformations. The situation was consulted with the investor and it was proposed to carry out a load test which should prove that the real structure was in accordance with the computational model.
Publisher
Trans Tech Publications, Ltd.
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