Comments

• See below my formulas for lateral soil pressure (based on AS 5100.2:2017, Clause 14.2 - Surcharge loads from road traffic): I used in this example an overall '1.7' factor of safety for the 1m of fill as an equivalent for the surcharge load. You can…

  in Modelling a Retaining Wall with a Soil Pressure Comment by wolland August 2021
• Hi, I installed IronPython and it pulls the resources that I needed in Mecway in order for the modules to work. If you want a bit more complex python example, I have created a script in python to calculate average bending moments / length (either …

  in python development in Mecway ironpython install Comment by wolland September 2020
• Hello Victor, Yes, you were right, it worked. My assumption was that using a simple-support on 'z' direction would restrict the corners of the blank from lifting 'naturally', so a 'compression-only' approach made more sense. Anyway, thank you for y…

  in Top and bottom stresses comparison for a simply supported beam (1D, 2D & 3D) Comment by wolland May 2020
• Of course, is name sensitive... Is working, thank you!

  in Surface Area ( Python API command ) Comment by wolland May 2020
• Victor, Thank you for the Element Shape pictures, that makes it easier to understand how it works. I am afraid the function is still not working. Even if I run only your command for element no. 1 : mw.surface_area(FaceID(1, 5)) I still get the e…

  in Surface Area ( Python API command ) Comment by wolland May 2020
• Great idea!!! Thank you!

  in Pressure generated formula - showing variable values Comment by wolland May 2020
• Yes, you are right! Thank you!

  in Pressure generated formula - showing variable values Comment by wolland May 2020
• Thank you Victor, but I could not find any *CLOAD or LOAD information inside the 'inp' file. I run the analysis but still, no Load information in the 'inp' file.

  in Pressure generated formula - showing variable values Comment by wolland May 2020