Hello
I am trying to simulate totally rigid links without additional damping and zero mass between my column HEB and IPEs.
Which link element type is totally rigid
May I use the rigid offset lengths through element connectivity window??
thanks !
Steel frame-rigid link between HEB and IPEs
Re: Steel frame-rigid link between HEB and IPEs
Dear buendia,
You may use the rigid offset lengths, as you propose, or the Rigid Link Constraint Type.
You may use the rigid offset lengths, as you propose, or the Rigid Link Constraint Type.
Zoi Gronti
Seismosoft Srl.
Seismosoft Srl.