Simply Supported Beam with UDL in ANSYS Workbench

Analysis of Simply supported beam with uniform distributed load in ANSYS Workbench.
ANSYS Tutorial Static Structure
Beam with UDL
Simulation and analytical results
percentage error calculation in simulation and hand calculations

[@DLEET.Channel]

Good content bri

[@yogeshgholap1]

🔥🔥🔥🔥

[@DLEET.Channel]

@uff how do i connect rebar and concrete. Its not able to solve.

[@DLEET.Channel]

Can we create a material like Carbon Fibre

[@sudeshpowar100]

Yes..... But in ANSYS we need to put the properties of that material manually

[@DLEET.Channel]

@@sudeshpowar100 ok thanks i was there already

[@DLEET.Channel]

@uff how to know at which point the beam failed

[@sudeshpowar100]

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

[@minimumwageengineer2842]

What about torsional buckling in case of steel beam?@@sudeshpowar100

[@aspirantsverse6254]

How to change solution from e to power form ( exponential form) to normal form

[@sudeshpowar100]

I'm not getting your question... can you elaborate it?

[@aspirantsverse6254]

​@@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.