Please help!
Designing a simple truss using the Aluminum Code analysis. The initial analysis produced utilization ratios where the "Clause" references AISC's H1-3 Equation and H2-1 Equation. This led to revise my analysis commands so that it was analyzing for the aluminum code, not the steel codes. However, now that I have corrected for this, the "Clause" column and the "L/C" column are blank. I cannot tell what load case is being used and what code it is referencing. Now the client is asking about this. I have attached the reports and the file here.
Files attached: