roof for manutention shed

Report
Shed of 290 m² with platband of 1,35 m. The maximum gap is 9,8 m and the frames distances of 5 m. The final weight is 10,6 ton. For this project was elaborate the BIM model, realized the structural calculus according the NBR and the detaliment of the structure for manufacture.
Published
in Structural Engineering Structural Steel Detailing BIM Modeling Services
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