If the stresses are above yeild/ultimate stress then we can say that the beam is failed Or If deformation is more than permissible limit then also we can conclude that beam is failed
@@sudeshpowar100when I click solve all the values of stress or deformations comes in exponential form ( e to power form ) I want normal answers not exponential forms is there any way.
Good content bri
🔥🔥🔥🔥
@uff how do i connect rebar and concrete. Its not able to solve.
Can we create a material like Carbon Fibre
Yes..... But in ANSYS we need to put the properties of that material manually
@@sudeshpowar100 ok thanks i was there already
@uff how to know at which point the beam failed
If the stresses are above yeild/ultimate stress then we can say that the beam is failed
Or
If deformation is more than permissible limit then also we can conclude that beam is failed
What about torsional buckling in case of steel beam?@@sudeshpowar100
How to change solution from e to power form ( exponential form) to normal form
I'm not getting your question... can you elaborate it?
@@sudeshpowar100when I click solve all the values of stress or deformations comes in exponential form ( e to power form ) I want normal answers not exponential forms is there any way.