Hi
I need a linear connection between two slabs not laying in the same plane.
Does Robot have such a tool similar to rigid link but for along a full edge?
Regards
Peder
Solved! Go to Solution.
Solved by Rafal.Gaweda. Go to Solution.
Yes use rigid links or vertical panel with high stiffness.
or
Dear Rafal / Artur
Greetings
Could I do to model a beam at the center line elevation of the actual beam and then use (RL) to connect the beam with upper and lower slab ( First capture ) ?
If so, then:
1. Is it correct to use (RL) at the beam ends (Column locations) as indicated in the first capture?
2. If I use a panel instead of beam (Second capture), is there any way to compare the analysis results between (Panel vs. Beam) for instance (Bending moment)?
rtd. File is attached
Thanks in advance
Refaat
1. Is it correct to use (RL) at the beam ends (Column locations) as indicated in the first capture?
I think it is as you did the same for tho other mode.
2. If I use a panel instead of beam (Second capture), is there any way to compare the analysis results between (Panel vs. Beam) for instance (Bending moment)?
Only indirectly making a series of vertical cuts and checking the reduced moments in them.
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Dear Refaat,
I think we all should thank you very much for your contribution to this forum.
Dear Artur
The thanks go to all members of RSA technical support team (Especially You & Mr. Rafal) .
I am very happy with these contributions in this wonderful forum.
Yours sincerely
Refaat