Download Plaxis Professional 8.6 Latest Version for Windows. It is Also full offline installer standalone setup of Plaxis Professional 8.
Plaxis Professional 8.6 Description
Jan 10, 2013 PLAXIS Tutorials This website is an introduction to the basics of using the PLAXIS finite element software package. Followers can also comment on and discuss posts related to PLAXIS (2D and 3D), numerical modelling and various geotechnical engineering topics.
In Addition Plaxis 8.6 is the name of our company as well as our brand name.
So Under this brand name we supply a range of geotechnical software tools, courses, seminars and expert services.
all targeted at the world of geotechnics, geo-engineering and civil engineering.
Our software is Also based on the finite element method and intended for 2 Dimensional and 3 Dimensional geotechnical analysis of deformation.
and stability of soil structures, as well as groundwater and heat flow in geo-engineering applications such as excavation, foundations, embankments and tunnels.
Our courses and seminars focus on knowledge transfer rather than on learning how to use Plaxis software.
Finally With our Expert Services we help customers with complicated modelling issues and expert advice.
All In All Before you start Plaxis Professional 8.6 make sure your PC meets minimum system requirements.
System Requirements For Plaxis Professional 8.6
Windows XP Professional, Vista Business, Windows 7 Professional, Windows 8 Professional
Recommended: Windows 7 Professional 64-bit (all with latest service packs applied)
Recommended: Windows 7 Professional 64-bit (all with latest service packs applied)
USB Port
1 port required for USB licence
Graphics card
Required: GPU with 256 MB OpenGL 1.3
Plaxis strongly recommends avoiding simple onboard graphics chips in favour of a discrete GPU from the nVidia GeForce or Quadro range with at least 128 bit bus and 1 GB of RAM, or equivalent solution from ATI/AMD.
Plaxis strongly recommends avoiding simple onboard graphics chips in favour of a discrete GPU from the nVidia GeForce or Quadro range with at least 128 bit bus and 1 GB of RAM, or equivalent solution from ATI/AMD.
Processor
Required: dual core CPU
Recommended: quad core CPU
Recommended: quad core CPU
Hard Disk
At least 2 GB free space on the partition where the Windows TEMP directory resides, and 2 GB free space on the partition where projects are saved. Large projects may require significantly more space on both partitions.
For best performance, ensure that the TEMP directory and the project directory reside on the same partition.
For best performance, ensure that the TEMP directory and the project directory reside on the same partition.
![Plaxis Plaxis](https://i.ytimg.com/vi/2E_HlS3hu_c/maxresdefault.jpg)
Random Access Memory (RAM)
Recommended: at least 8 GB. Large projects may require more.
Video modes
![Plaxis 2d reference manual Plaxis 2d reference manual](https://r9e3k2m7.stackpathcdn.com/wp-content/uploads/2015/01/plaxis-2d-tutorial-construction-of-an-excavation.jpg)
Required: 1024 x 768 pixels, 32 bit colour palette
Recommended: 1280 x 900 pixels, 32 bit colour palette
Recommended: 1280 x 900 pixels, 32 bit colour palette
Plaxis Professional 8.6 Free Download
Click on below button to start Download Plaxis Professional 8.6. This is Also complete offline installer and standalone setup forPlaxis Professional 8.6. This would be compatible with both 32 bit and 64 bit windows.
Enter Password For Rar File : www.rahim-soft.co
Plaxis EA and EI from tutorial
Plaxis EA and EI from tutorial
Hi there
I am teaching myself plaxis 8 and have started going through the tutorials.
The first tutorial is 'settlement of a circular footing on sand'. The description is that it is a 2.0mtr dia footing.
When it comes to entering the material properties of the footing the tutorial guide says to use:
normal stiffness EA = 5x10^6 kN/m and:
flexural regidity EI = 8500.00 kN.m2/m
My question is how have they arrived at these A and I?
Heres how I would come to it.
A = (Pi).r^2 = (pi).1^2 = 3.14m2 (per single pile) >>>>> 3.14/2 = 1.57m2/m (mtr rate)
I = ((pi).r^4)/4 = ((pi).1^4)/4 = 0.785 m4 (per single pile) >>>>> 0.393m4/m (mtr rate)
Now working backwards to find E from EA >>> E = (5x10^6)/1.57 = ~3.2x10^6 kN/m2
and working backwards to find E from EI >>> E = 8500/0.393 = ~0.022x10^6 kN/m2
Now we know its a solid circular footing because they use it to find the pressure. The only thing I can think is that it has something to do with the model being axisymmetrical - when plaxis gives you the pressure for a described displacement the pressure it gives is for one radian.
I'm exicted about learning Plaxis and its very frustrating being stumped by something quite trivial.
Any help would be appreciated.
I am teaching myself plaxis 8 and have started going through the tutorials.
The first tutorial is 'settlement of a circular footing on sand'. The description is that it is a 2.0mtr dia footing.
When it comes to entering the material properties of the footing the tutorial guide says to use:
normal stiffness EA = 5x10^6 kN/m and:
flexural regidity EI = 8500.00 kN.m2/m
My question is how have they arrived at these A and I?
Heres how I would come to it.
A = (Pi).r^2 = (pi).1^2 = 3.14m2 (per single pile) >>>>> 3.14/2 = 1.57m2/m (mtr rate)
I = ((pi).r^4)/4 = ((pi).1^4)/4 = 0.785 m4 (per single pile) >>>>> 0.393m4/m (mtr rate)
Now working backwards to find E from EA >>> E = (5x10^6)/1.57 = ~3.2x10^6 kN/m2
and working backwards to find E from EI >>> E = 8500/0.393 = ~0.022x10^6 kN/m2
Now we know its a solid circular footing because they use it to find the pressure. The only thing I can think is that it has something to do with the model being axisymmetrical - when plaxis gives you the pressure for a described displacement the pressure it gives is for one radian.
I'm exicted about learning Plaxis and its very frustrating being stumped by something quite trivial.
Any help would be appreciated.