Comments

• Thanks Dave, I will use calculix for this case. Hello Victor, I thought the displacement can be non-zero, since there is guidance to insert formula below the input field. I think it's common to use non-zero displacement for FEM software. Is it the…

  in Displacement time varying Comment by dukenmarga June 2019
• Forget the red entries, that's just caution for non-symmetric beam. Even if I changed the geometric from L-shape to Rectangular-shape to remove the red entries, the results still in similar manner. Strangely, when the analysis was performed by Calc…

  in Displacement time varying Comment by dukenmarga June 2019
• Thanks Victor. I was really impressed with structural checking that are provided by software Staad Pro. It ensures that our model is validated correctly. I think some of them will be helpful if implemented in Mecway. You can check the details h…

  in Check Duplicate Element Comment by dukenmarga June 2019
• For additional information, this way using simulation above, the bending moment and shear force are not the same value as theoretical shows if implemented using pressure load on line2 and line3.

  in Pressure Load on Beam Comment by dukenmarga May 2019
• Wow, that helps. Thank you Victor. I think I need to take care about about that. Right now I can understand that the quad4 element consists of 6 faces.

  in Unable to Add Pressure Load to Shell Comment by dukenmarga May 2019