ESPRI 2018 R2
New module in the <i>Foundations and beddings</i> chapter.<br> New options in different modules in the following chapters: <i>Statis & dynamic analyses, stability</i>, <i>Foundations and beddings</i>, <i>Loads and actions, Timber structures</i>.
June 27, 2019
Loads and actions
New module in the Foundations and beddings chapter.
New options in different modules in the following chapters: Statis & dynamic analyses, stability, Foundations and beddings, Loads and actions, Timber structures.
New options in different modules in the following chapters: Statis & dynamic analyses, stability, Foundations and beddings, Loads and actions, Timber structures.
New modules
Foundations and beddings
- Calculation of soil subsidence – module is used to calculate the subsidence of soil with account of soaking.
Enhancements to modules
Statis & dynamic analyses, stability
- Modules Rectabgular slab and Rectangular slab on elastic foundation. New option to calculate and generate contour plots of shear forces Qx and Qy.
Foundations and beddings
- Module Settlement of equivalent footing. New option to define arbitrary coefficient to limit the depth of compressible stratum.
Timber structures
- All modules of this chapter. New values for design strength are added according to SP 64.13330.2017, table 3.7.
Loads and actions
- Module Resonance check for wind turbulence. Modified according to SP 20.13330.2016.
- Module Wind loads. Modified calculation of aerodynamic coefficients for type of structures 13 Appendix D SP 20.13330.2016.
Sheet piling – the following options are added:
- to place H-braces;
- to define anchorage;
- to define horizontal loads, in particular, lateral pressure of water;
- to accumulate displacements by stages of calculation;
- to display the point of residual if there was a residual in solution of the system of equations;
- to save the file of assemblage table Name.mnt and text file Name.txt to format required for further analysis in LIRA-FEM program.
SOIL
- new option to calculate design resistance of soil R and generate the diagram for changing R value along the depth for arbitrary point under the foundation.
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