If you have pinned connection at nodes A, B, and G, this truss is externally indeterminate and you need to know relative stiffness of different elements. Besides, that inclined line give nothing to the problem as you have pinned (not roller) connection at node G. In any case some parts of the picture are not shown in above upload. So please re-upload it.
the support system is not clearly drawn. Mr. Faiz needs to make it clear. I think B is hinged, G is hinged (but sloped and A is) roller support. Is that right? After Identifying the supports exactly it can be solved.
I guess this could be a frame, since trusses can not take distributed load, or else moment will develop in the truss. And there is clearly distributed load on the structure