Seismosoft | Earthquake Engineering Solutions

Hi.

I got a problem with restraint. I already read a help systems but i dun got it.

If i have 2D-frame (1 bay and 1 storey heights) if I assumed it a pinned based should i set its as x-y-z or rx-ry-rz?

and how about connection between beam and column (what the restraints shoudl i used for pushover analysis

which combination should i used

Thanks

Hi,

As you would have realised easily by running some trial analyses, the solution is x+y+z.

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