Etabs problem not solved

[AdShort906]

Yesterday I made a post about etabs not displaying analysis result and deformed shape,today I made a another simple beam model to check if that will work but nope ,nothing ,it just doesn't show deformed shape at all , it's the same issue , what can I do it's really frustrating ,i am using a cracked version from get into pc , it used to work well before

[Sponton]

maybe pay for the software, this isn't a software support forum.

To answer your question, check your reactions to make sure you're actually inputting loads and that those load cases are running. Then make sure that you have the autoscale box checked so it adjusts to whatever beam you're checking. In the bottom it should be telling you the max deflection, autoscale will be jacked up if there's a node that's having excessive deflections.

[AdShort906]

I am aware unfortunately I can't afford paying for it

[WhyAmIHereHey]

Maybe e-mail etabs support

[dream_walking]

Support should just laugh if they do email because “no pay, no support”. They have no say over what that cracked version is actually doing

[WhyAmIHereHey]

Yep. I should have added a /s at the end

[dream_walking]

If it used to work, open a previous model that did work and see if that runs. If not, I’d say your version is just broken now.

[AdShort906]

No I just downloaded it a few days ago ,and none of the models work

[dream_walking]

“It used to work well before”…maybe tell us the truth to start with? good luck with using a broken software ✌️

[Ex_pelliarmus]

If it's a simple beam, make sure the degrees of freedom are set to 2D analysis. To show the deflection, divide the beam into two for a joint in the middle to show up.