Poperties of Link Element for Modelling Masonry Wall in ETABS

Posted September 9th, 2013 by MEET1291SHAH
Project:www.sefindia.org
Component:Documentation
Category:feature request
Priority:critical
Assigned:MEET1291SHAH
Status:active
Description

I am modelling a masonry wall in ETABS.
And I am making a micro model of masonry wall for FINITE ELEMENT ANALYSIS.
So I am going to provide a Linear link element at the three nodes of each corner.
The modulus of Elasticity of Masonry i was taken is 2200 MPa.
So what are the properties for this Link Element ?