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Piles
Conventional theories
The conventional theories assumes that the pile total compressive resistance Rc is derived as a sum of the pile base resistance Rb and the pile shaft resistance Rs (developed due to friction of the surrounding soil along the shaft). The following generally accepted methods are implemented into the program:
For the above specified methods it is possible to choose one of the following verification methodologies:
When running the compression pile analysis, the pile self-weight is introduced depending on the setting in the frame "Load". As for the tensile pile, the pile self-weight is always taken into account automatically. Based on the inputted load the program itself performs the verification analysis for either compression or tensile pile.
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english
Company Fine develops structural engineering software with main focus on geotechnical software and structural engineering analyses.
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A Fine építőmérnöki szoftvereket fejleszt, elsősorban statikai és geotechnikai programokat.
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Společnost Fine se zabývá vývojem stavebního software, zejména programů na statické výpočty, zakládání staveb a geotechniku.
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Η εταιρεία Fine αναπτύσσει λογισμικό για πολιτικούς μηχανικούς και ειδικά για γεωτεχνικά θέματα και δομοστατικά θέματα.
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Компания Fine занимается разработкой строительного программного обеспечения, особенно программ для расчета статики и геотехнических программ.
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شرکت Fine توسعه دهنده نرم افزار های مهندسی عمران با نگاه ویژه به نرم افزار های ژئوتکنیک و تحلیل های سازه ای مهندسی می باشد.
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Fine es una compañía que desarrolla y suministra programas de ingeniería civil especializada en programas geotécnicos y de estructuras.
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Fine je Češko podužeće koje razvija i dobavlja konstrukcijske i geotehničke programe. Trenutno tvrtka nudi više od 50 pojedinačnih programa za rješavanje zadataka za statiku, dizajn konstrukcija, temeljenja i geotehnike.