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Tower Numerics tnxFoundation v1.0.7.8 beta Software
 
Tower Numerics tnxFoundation v1.0.7.8 beta

Tower Numerics tnxFoundation v1.0.7.8 beta

tnxFoundation is a standalone application for tower foundation design. It may be used as an extension of tnxTower, or as a separate program. tnxFoundation features automatic import of support geometry and load data from tnxTower analyses. Alternatively, this information can be entered manually for each foundation design project.


Key Features
  • Multiple foundation types (Pad and Pier, Pad, Caisson, Pad with Piles, Pad and Pier with Piles, Mat and Piers, Mat, Mat with Piles, Mat and Piers with Piles)
  • Material and geometry type definitions
  • Soil layer definitions
  • Imported or user-defined load cases and load combinations
  • Foundation geometry optimization
  • Foundation stability verification
  • Required reinforcement determination
  • Post-installed anchor analysis
  • Reports with calculation results
  • Import of tower support data (monopoles, self-supporting lattice towers, guyed towers, guy anchor blocks)
  • Supported unit systems: US and Metric
  • User-editable databases (concrete, reinforcing steel, steel pile, soils)
Powerful Design Capabilities
  • Complete verification of failure modes: bearing, sliding, uplift, and overturning
  • Concrete footing analysis and design: flexure, one-way and punching shear, geometry optimization
  • Concrete caisson analysis and design: flexure, compression, uplift, lateral loads (Broms, p-y), geometry optimization
  • Pile and pile cap analysis and design: single pile and pile group compression/tension, pile axial capacity, pile cap flexure, one-way and punching shear, geometry optimization
  • tnxFoundation caisson diagrams 
Extensive Analysis and Design Reporting
  • Geotechnical and structural design reports
  • Summary and detailed reports for all foundation types
  • Shear, moment, and deflection diagrams for caissons
  • Clear and comprehensive presentation of the results
  • MS Word and PDF formatted documents
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