Wind gable column can be in accordance with the conventional design. Under normal circumstances, arched corrugated metal housing project should be a closed lid. Open or semi-open the case, and the lower roof structure due to wind loads uncertainty connected force love metal arch corrugated roof and substructure generally hinged, fastened can also be used. In accordance with the simplified model, the design and the traditional structure of the substructure is much simpler compared. According to an upper bearing ring beam ACSR structural analysis of the reaction force designed substructure, columns (wall) and infrastructure, the entire structure can be simplified as a series of static fixed member to analyze, calculate and design.
Arched corrugated steel
Housing cover the situation is more complex and forecasts should be closed at this time part of the gable ends of the roof above the ring beam, column, if necessary, set the wind. So that one can beautify the building roof effect, more importantly, it increases the overall stiffness of the roof, increasing its wind resistance.