It seems that you already know my answer. How do I separate the DC Construction Stage Loads from the DW Construction Stage Loads to properly define the load combinations? However, some of these are DC loads (deck, girder, etc.), and others are DW loads (wearing surface and utilities), and therefore need different load factors. On the Load Combinations screen, all of the different dead loads (deck, self-weight, wearing surface, utilities, etc.) are lumped together under one load case called Dead Load (CS). The user manual says that all loads that are to be considered in the Construction Stage Analysis have to have a Load Type of "Construction Stage Load (CS)". WIthin the model, I have construction staging defined. I have a model of a bridge created using the Steel Composite Bridge Wizard.
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