Hello, I am designing a reinforced concrete culvert with an interior clean opening of 2m x 2m with vehicle traffic on it. I would love if there are friends who can help me with my work. I can send my design. I'm particularly stuck with party uploads. Also, would it be useful to make such a design in Sap2000? While designing in IdeCAD, my questions are: 1) Is it sufficient to add the soil-loaded combination to the loading combinations? 2) How should I load the vehicles? (Should I solve the axle loading with maximum bending and axle loading with maximum shear separately?) 3) Should the analysis be done in unit meter or is it the distance from dilatation to dilatation? 4) How should I give earthquake loads to this underground structure?