Hello there; In the reports, for example, you can see the loads coming from the coating in the purlin report. Or direct wall load on joists etc. If you have entered loads, you can see them, but you cannot see the loads directly in the reports unless you directly enter loads on elements such as truss, beam, column. If you want to look at the situation at any perpendicular or diagonal of the truss instead, you can access the internal force diagrams by right-clicking the analysis model display tab on the perspective screen, selecting the frame results and selecting any perpendicular or diagonal in the truss. Good work.