PEYSANJ is a series of geotechnical engineering tools bundled as a single software. User data is stored in Access or SQL server database and the program can be run in single or network mode.
By using PEYSANJ you have the possibility to perform various actions such as plate loading tests, soil liquefaction analysis etc.
The following modules are incorporated into PEYSANJ software:
· Analysis of bearing capacity and settlement of shallow footings
· Soil liquefaction assessment
· Pressure meter test analysis
· Plate load test analysis
· Slope stability chart
· Lateral earth pressure coefficients calculation
· Stress distribution below the footings
· Stress distribution behind the retaining wall with surcharge
PEYSANJ Crack+ Activation Code Download
1. PEYSANJ version 5 is ready for use, based on the new 3D-standard GEOQUAD5.
2. The program can now be used as single or as a multi user (network) program, based on SQL server 2005.
3. New Q-Net module (software module that calculates resistance of layers of soil below the foundations of building constructions or storage tanks).
4. New X/Y-Plate module.
5. The price has been reduced from 54 EURO to 40 EURO.
To use PEYSANJ 5 you need the following licences:
1. Application for local use (License code for private persons: PEYF24)
2. Application for institutional use (License code for use at institutions: PEYF25)
3. Corporate edition (License code for corporate use: PEYF32)
For further information you can see the User Manual at www.peysanj.com
What’s New in PEYSANJ 4.3.2:
1. PEYSANJ is based on the new software GEOQUAD 5.
2. New Q-Net module (software module that calculates resistance of layers of soil below the foundations of building constructions or storage tanks).
3. New X/Y-Plate module.
4. The price has been reduced from 39 EURO to 36 EURO.
To use PEYSANJ 4.3.2 you need the following licences:
1. Application for local use (License code for private persons: PEYF24)
2. Application for institutional use (License code for use at institutions: PEYF25)
3. Corporate edition (License code for corporate use: PEYF32)
For further information you can see the User Manual at www.peysanj.com
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PEYSANJ Crack + With Full Keygen [32|64bit]
● This is the default data input program for KeyMACRO software, which is a UNICODE macro tool to develop and convert AutoCAD files into UNICODE files.
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● The macro is a closed environment that allows users to develop a new macro file without knowledge of AutoCAD; the macro can be used in AutoCAD R2000 to R2017 version
● The macro is a closed environment that allows users to develop a new macro file without knowledge of AutoCAD; the macro can be used in AutoCAD R2000 to R2017 version
● Read, write, modify and check UNICODE data files, such as GDB, UNICODE and NC programs. The files can be saved in the following formats:
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● Use the macro to create files without AutoCAD, but can be used in AutoCAD in the future
● Create files in UNICODE
● Create files in UNICODE or Binary
● Use the macro to create databases that can be used in AutoCAD (for example.gdb or.accdb)
● Read, write, modify and check ASCII data files, such as DAT or DSRM
● Use the macro to create files without AutoCAD, but can be used in AutoCAD in the future
● Create files in ASCII
● Create files in ASCII or Binary
● Use the macro to create databases that can be used in AutoCAD (for example.dat or.dsm)
● Read, write, modify and check.DXF (AutoCAD native) files
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PEYSANJ Crack Download (Final 2022)
PEYSANJ is a series of geotechnical engineering tools bundled as a single software. User data is stored in Access or SQL server database and the program can be run in single or network mode.
Description:
This program can be used for analyzing the behaviour of foundations with large deep foundations by using a pseudo-three-dimensional finite element method. It simulates the ground in the process of ground deformations, which can be estimated by the velocity of ground deformations as a result of soil liquefaction under the load of the foundation.
Description:
PEYSANJ is a series of geotechnical engineering tools bundled as a single software. User data is stored in Access or SQL server database and the program can be run in single or network mode.
By using PEYSANJ you have the possibility to perform various actions such as plate loading tests, soil liquefaction analysis etc.
The following modules are incorporated into PEYSANJ software:
· Analysis of bearing capacity and settlement of shallow footings
· Soil liquefaction assessment
· Pressure meter test analysis
· Plate load test analysis
· Slope stability chart
· Lateral earth pressure coefficients calculation
· Stress distribution below the footings
· Stress distribution behind the retaining wall with surcharge
Description:
PEYSANJ is a series of geotechnical engineering tools bundled as a single software. User data is stored in Access or SQL server database and the program can be run in single or network mode.
Description:
LFM3D is a program that simulates the dynamics of plates and their effect on a group of items with complex geometry and complex loading. The functionality is very similar to LFM. An important feature is the ability to design the items in a LFM3D workbench and to run the program in a single or network mode.
Description:
The purpose of this program is to estimate the bearing capacity of footings and determination of the minimum depth of footings in the layer in which the foundation is placed, when the load caused by the natural soil liquefaction is the determining factor for the depth of the foundation.
Description:
This software can be used in testing the bearing capacity of structures in which the bearing capacity is examined by fatigue loading. The program can simulate the strain field, the direction and the magnitude of the strain in order to compare the results obtained by the software.
Description:
In this program, the location and
What’s New in the PEYSANJ?
This item includes the following components:
· PEYSANJ 1.0 or older versions
· PEYSANJ and PEYSANJ Builder Software
Installation:
Please refer to the manual located in the installation directory for detailed instructions on how to install PEYSANJ in your network.
Disclaimer: This software is intended to be used by experienced civil, geological or structural engineers only. It is not intended for use by those without adequate training in geotechnical engineering.
Change Log:
06-Aug-2017: v2.3.3.3. General
The amount of empty rows between tables was reduced.
The bug causing the broken system after a pause during the test of the geometry editing mode was fixed.
The bug causing crash if the radius of a side was too small was fixed.
The bug causing crash when the P&M reaction was specified as non-active was fixed.
The bug causing crash when stress/strain value was greater than unity was fixed.
The bug causing crash when the plate boundary condition was specified as C was fixed.
The reliability of the default toolbox was increased.
The accuracy of the half body pressure was increased.
A warning message was displayed when the component or the element of the model was not created/linked properly.
The calculation accuracy of the stress/strain was increased.
The calculation accuracy of the normal pressure was increased.
The calculation accuracy of the lateral earth pressure was increased.
The calculation accuracy of the live load was increased.
The calculation accuracy of the P&M reaction was increased.
The calculation accuracy of the axial component of the live load was increased.
The calculation accuracy of the reaction force was increased.
The calculation accuracy of the component of the live load was increased.
The calculation accuracy of the single pile was increased.
The calculation accuracy of the boundary condition of the single pile was increased.
The calculation accuracy of the calculation of the lateral earth pressure was increased.
The calculation accuracy of the single pile bearing capacity was increased.
The calculation accuracy of the single pile stiffness was increased.
The calculation accuracy of the calculation of the live load was increased.
The calculation accuracy of the half body pressure was increased.
The calculation accuracy of the single pile axial force was increased.
The calculation accuracy of the single pile lateral force was increased.
The calculation accuracy of the single pile live load was increased.
The calculation accuracy of the bearing capacity was increased.
The calculation accuracy of the stiffness was increased.
The calculation accuracy of the boundary condition was increased.
The calculation accuracy of the lateral earth pressure was increased.
The calculation accuracy of the dead load was increased.
The calculation accuracy of the single pile axial force was increased.
The calculation accuracy of the axial force was increased.
The calculation accuracy
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