topic Re: punching in slab in Robot Structural Analysis Forum

Tension in column

Anonymous — Tue, 17 Jan 2017 09:32:31 GMT

please let someone explain to me how I should solve this problem as soon as possible. see attachment

Re: punching in slab

Anonymous — Tue, 17 Jan 2017 09:27:43 GMT

hi guys

can someone explain to me how I should solve this problem. see attachment.

Re: punching in slab

Artur.Kosakowski — Tue, 17 Jan 2017 09:32:06 GMT

This is not a problem but just the information that some of load cases caused tension force in the column. The intention was for a stand alone module when (especially a new Robot user) accidentally defines load with the opposite sign.

If you find your post answered press the Accept as Solution button please. This will help other users to find solutions much faster. Thank you.

Re: punching in slab

Anonymous — Tue, 17 Jan 2017 09:38:33 GMT

thanks. but could you please explain to me what to do?

Re: punching in slab

Artur.Kosakowski — Tue, 17 Jan 2017 09:50:16 GMT

If the tension force is justified (it is one of the load scenarios you expect) then just ignore this message as the calculated reinforcement is capable of transfer it (and the warning is just informative). If there should not be any tension force in the column then check the applied loads or results of the static analysis of the model to determine why this happened.

If you find your post answered press the Accept as Solution button please. This will help other users to find solutions much faster. Thank you.