This program is free, does not contain ads and does not require an Internet connection, as it is supposed to be applied in areas where it is absent.
It should be suitable for conducting architectural supervision over linear objects, where it is impossible to use other computer capacities, except for mobile devices and tablets.
With the help of this program, an engineer can determine in the field how deviations from the project (changing the type of backfill soil from imported to local in case of logistics disruption, a decrease in the degree of compaction in case of problems with the vibration ramming procedure, or insufficient control of soil compaction) will affect the bearing capacity of the pipeline, therefore , will allow on the spot to make decisions on the admissibility of deviations from the project.
The program is tailored for the simplicity of entering parameters, but because of this it is very limited in the input possibilities.
The program can determine the moment of inertia for a corrugated profile based on the class of ring stiffness SN, which can be useful, since SN is always known, but the moment of inertia is not given in all catalogs.
Do not use this program as the main calculation complex!
Since the calculation method itself, given in SP 40.102-2000, is not recognized as relevant by many enterprises and instead they use the calculation method from ATV-DVWK-A 127, in addition, the program itself has not been tested a sufficient number of times to be considered reliable.
It should be suitable for conducting architectural supervision over linear objects, where it is impossible to use other computer capacities, except for mobile devices and tablets.
With the help of this program, an engineer can determine in the field how deviations from the project (changing the type of backfill soil from imported to local in case of logistics disruption, a decrease in the degree of compaction in case of problems with the vibration ramming procedure, or insufficient control of soil compaction) will affect the bearing capacity of the pipeline, therefore , will allow on the spot to make decisions on the admissibility of deviations from the project.
The program is tailored for the simplicity of entering parameters, but because of this it is very limited in the input possibilities.
The program can determine the moment of inertia for a corrugated profile based on the class of ring stiffness SN, which can be useful, since SN is always known, but the moment of inertia is not given in all catalogs.
Do not use this program as the main calculation complex!
Since the calculation method itself, given in SP 40.102-2000, is not recognized as relevant by many enterprises and instead they use the calculation method from ATV-DVWK-A 127, in addition, the program itself has not been tested a sufficient number of times to be considered reliable.
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