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Thanks Itdog, can you explain what do you mean by dual system ? and hyperstatic structure ? Thanks

Thanks rowingengineer for this clarification

Thanks for your discussion For Q 2: I see that there is a debate about this simple connection assumption, JAE disagree and says that no simple connection exist, and rowingengineer says that column may be assumed to have zero stiffness and no moment will be transferred, JAE answer for Q 4: “ You...

Simple and Rigid beam-column connection I have an enquiry about the simple and rigid beam-column connection in concrete structures. The enquiry is divided into 5 questions: First, can I assume in a multi story building braced with shear wall that the columns are pinned ended and the connection...