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Viewed : 1409 - Downloaded : 612 As it know, in our country, greenhouses structures have column and beam which are configured truss system. In this constructions, the cost of labor is very expensive. In the steel structure, connections a risk every time. Because quality of labor is very lower. Therefore; steel constructions which are truss system have a risk according to frame system.

In this study plane frame greenhouses constructions which are given geometry are investigated on the bases of steel material consumption according to the changing loading groups conclusion are given such a table and graphs. Keywords :