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Is it possible to do for slope stability with Sinusoidal load ?
Never give up, good job 👍🏻
Thanks
How you get the values for dynamic loading or dynamic analysis?
Watch it at 10:46. The values are taken only for example. These are depends on machine of which foundation is to be designed
is it possible to make our own mesh instead of the one that gets automatically generated in the software
No it is not possible in this software.But we can refine it in any selected area. Areas can be created by line elements.
@@shantanusaraswat9168 Thanks a lot. Do you know any other software that give us the permission to do so?
No
Awesome 👍🏻👌🏻
Loved the Music.
Please add more videos of plaxis 2d
thanbk u foer the song
Is it possible to do for slope stability with Sinusoidal load ?
Never give up, good job 👍🏻
Thanks
How you get the values for dynamic loading or dynamic analysis?
Watch it at 10:46. The values are taken only for example. These are depends on machine of which foundation is to be designed
is it possible to make our own mesh instead of the one that gets automatically generated in the software
No it is not possible in this software.
But we can refine it in any selected area. Areas can be created by line elements.
@@shantanusaraswat9168 Thanks a lot. Do you know any other software that give us the permission to do so?
No
Awesome 👍🏻👌🏻
Loved the Music.
Please add more videos of plaxis 2d
thanbk u foer the song