To Advertise on this website, Contact us at admin@sefindia.org
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 ?