The truss system location was selected as Artvin city in turkey with steel trapezoidal panels as roof material, it analyzed based on LRFD condition for snow and winds form both sides and for different truss parts, where the structural analysis was done using SAP2000.
In the end, the system was designed with IPE220 purling to the y-axis and phi-10 sag rod and IPE120 profile for both upper and lower members, and Square 90*90*6.3 for diognal member, and square 90*90*6 for vertical member.