For BG type DA connection, with beam on one side of girder: beam is subjected to tension only load. RAM Connection does not check out of plane bending of the supporting girder due to applied tension. Is there a reason for this?
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For BG type DA connection, with beam on one side of girder: beam is subjected to tension only load. RAM Connection does not check out of plane bending of the supporting girder due to applied tension. Is there a reason for this?