Dear Fellows,
Need some help here.
I have modeled a 3 span Simply supported discontinuous RCC Bridge (Deck slab supported on I girders and then further on bent cap) in CSI bridge software. Since it is a simply supported bridge so each span should have equal end reactions at each bent piers. But in my case, the reactions on each bent piers are different, as I haven't modeled it as a continuous structure then why this behavior is showing. I have also attached the screenshot below of the two bents for your reference.
Waiting for your reply...
