Please HELP !!! Joint Constraint in ETABS

[BEGOO]

First of all I'm using ETABS v9.7.4 & i have a model that include two beams rested on a same two large columns and there is no rigid zone feature for columns in ETABS like SAFE to carry both beams so how can i link the second beam to the columns? is there any inking property like (joint Constraint) in SAP2000 ??? Please Help - Model Image Attached -

 

[Akeee]

Model the column with shell element

 

[JasonMcKee71]

Create a zero-mass and zero-weight cross section with relatively high inertia properties and draw dummy frames in order to model the eccentricity.

Jason McKee
proud R&D Manager of
Cross Section Analysis & Design
Software for the structural design of cross sections
Moment Curvature Analysis
Interaction Diagrams
Reinforcement Design etc.

 

[Ahmad Alhamad]

Define a link beam with
width of link beam = width of column
depth of link beam = length of column
and make the weight of link beam equal 0