Dear All,
How you modelled the transfer structure in ETABS, especially if you have transfer beam with shear wall above the beam and column below the wall. Is it we need to model the transfer beam as a spandrel or only line/frame element ? My friend suggest me to use the rigid link in between, but I'm not so sure also. Could you share some paper or info regarding this matter. Really need your help.
Thank you very much
Edit: What I mean is shear wall above the transfer beam and column below the transfer beam
How you modelled the transfer structure in ETABS, especially if you have transfer beam with shear wall above the beam and column below the wall. Is it we need to model the transfer beam as a spandrel or only line/frame element ? My friend suggest me to use the rigid link in between, but I'm not so sure also. Could you share some paper or info regarding this matter. Really need your help.
Thank you very much
Edit: What I mean is shear wall above the transfer beam and column below the transfer beam