First of all, considering the physical dimensions of the field, the most suitable PV Panels’ Bearing Structure for the field is chosen among the ones that are on the Portfolio.

After the most suitable PV Panels’ Bearing Structure type is chosen, the number of rows of panels that should be used on PV Panels’ Bearing Structure is determined for the optimum usage of the field.

Panel location angle is determined in order to receive maximum radiation in the field.

Connection elements that will be used in PV Panels’ Bearing Structures are designed according to the slope of the field.

The optimum distance between the rows of the PV Panels’ Bearing Structures is determined in order not to create bathos.

The minimum distance that should be between PV Panels’ Bearing Structures in the same row is determined for the most efficient usage of the field dimensions.

The type (quality) and wall thickness of the Steel that will be used in Columns / Beam and Tension Rod elements are determined in a way that enables optimum cost with maximum durability. In a similar way, Aluminum Profile section that will be used for Rafters is designed in a way that enables optimum cost with maximum durability. 

If necessary, SCS can make special designs based on different combinations of panel, angle and location.