Hello, I did the same exercise but with the current ANSYS and I get the following error (see below). It has been reviewed and nothing, do you know what could be done? "a solver pivot warning or error bas been detected in the ROTX degree of freedom of node 1 located in line body. This is usually a result of an ill conditionned metrix possibly due to unreasonable material properties, an under constrained model, or contact related issues. Check result carefully. You may select the offending object and/or geometry via RMB on this warning in the messages window"
Thank you for question, first please check if your Young's modulus setting is correct, maybe you've chosen a GPa instead of a MPa. If this won't help, try to review again a boundry condition. Maybe your coordinate system has different orientation than this on the video.
@@allaboutfea4790 Hello, I'm sorry to bother you again, but by chance you know if in the example of the video a triangular and / or parabolic distributed load can be calculated in ANSYS by obtaining the force and the shear moment.
All About FEA ale na yt jest nisza na takie rzeczy po polsku. Zobacz ile jest takich kanałów jak twój po angielsku, a ile po polsku. A ludzi ktorzy uczą się na studiach mesów jest masa. Mógłbyś zostać MESowym Krystianem ;)
Great work! Looking forward to more analysis!
thank you!!
Nice
Hello, I did the same exercise but with the current ANSYS and I get the following error (see below). It has been reviewed and nothing, do you know what could be done? "a solver pivot warning or error bas been detected in the ROTX degree of freedom
of node 1 located in line body. This is usually a result of an ill conditionned metrix possibly due to unreasonable material properties, an under constrained model, or contact related issues. Check result carefully. You may select the offending object and/or geometry via RMB on this warning in the messages window"
Thank you for question, first please check if your Young's modulus setting is correct, maybe you've chosen a GPa instead of a MPa. If this won't help, try to review again a boundry condition. Maybe your coordinate system has different orientation than this on the video.
@@allaboutfea4790 Thank you very much, there I found the error.
@@allaboutfea4790 Hello, I'm sorry to bother you again, but by chance you know if in the example of the video a triangular and / or parabolic distributed load can be calculated in ANSYS by obtaining the force and the shear moment.
Fajnie byłoby jakbyś ponagrywał coś po polsku ;)
Na początku się nad tym zastanawiałem, ale filmiki by trafiły chyba do zbyt małej publiczności :)
All About FEA ale na yt jest nisza na takie rzeczy po polsku. Zobacz ile jest takich kanałów jak twój po angielsku, a ile po polsku. A ludzi ktorzy uczą się na studiach mesów jest masa. Mógłbyś zostać MESowym Krystianem ;)