how to distinguish analysis result for service load case and untimate load case

I have 2 more questions about the Staad Foundaiton Advanced software:

 1.See below figure, I have assigned load case 1000 to 1099 service load combinations and assigned load case 2000 to 2085 ultimate load combinations. But when I check the analyzing result, I found the service load case and ultimate load case are no distinguished.

 2.Can Bently Company provide some design examples for reference for mat foundation strengthreinforcement design? PDF file and Video are both okay. 为了减小项目设计产生的问题,越多越好,只要觉得对基础设计有用的都可以。