Shearwall Shell Element Restraints SAP 2000
Shearwall Shell Element Restraints SAP 2000
(OP)
Can somebody shed me some light as to how to specify the restraints for a concrete shearwall in a SAP 2000 model? From what I see in my screen, I am given only two joints available at every corner of the shell element, which does not seem logical. Your input is appreciated.
Rarebug
Rarebug





RE: Shearwall Shell Element Restraints SAP 2000