PYWALL vs WALLAP

[pelelo]

Hello,

I am working on an excavation project using a sheet pile cantilever wall.

I tried running the same analysis under PYWALL and WALLAP (and solved it by hand too), just to compare results (max moment value specifically).

Has anyone experienced different results running both Wallap vs PYWALL.

In my case, my hand calculated numbers are similar to WALLAP.

Can anyone please share his/her experience using running both programs?

Thanks in advance