I am a senior civil engineering student from Lebanon and I have a question concerning the modeling in the csibridge software : I am modeling a box girder post- tension deck bridge, is it necessary to keep the links automatically created by the software the fix one ? or can I delete them so the deck is directly over the bearing link ? thank you in advance for your time and consideration
I suspect you want to ask this in a csi-bridge forum, not an Atlassian one.
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