Steel frame-rigid link between HEB and IPEs

03-Analytical/modelling capabilities
Post Reply
buendia
Posts: 2
Joined: 10 Dec 2018, 21:06

Steel frame-rigid link between HEB and IPEs

Post by buendia »

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 !
User avatar
z.gronti
Posts: 824
Joined: 16 Oct 2013, 08:14

Re: Steel frame-rigid link between HEB and IPEs

Post by z.gronti »

Dear buendia,

You may use the rigid offset lengths, as you propose, or the Rigid Link Constraint Type.
Zoi Gronti
Seismosoft Srl.
Post Reply

Return to “03-Analytical/modelling capabilities”