Aboutsofashallow Foundation Analysis Software

  



Structural engineering software, spreadsheets, for analysis and design, including wood, lateral analysis, concrete, steel, aluminum, glass, masonry, bridge, foundation. Program GEO5 Slab is designated for analysis of foundation mats and slabs on elastic subsoil. The program uses the Winkler-Pasternak model and is able to calculate C1 and C2 constants from deformation properties of soil – piles can be model as springs. Internal forces and deformations of strip foundation can be calculated by program GEO5 Beam. DeepFND is a powerful interactive software for deep foundation and pile design. Axial, lateral, settlement, structural and geotechnical analysis options. Download geotechnical engineering software DeepFND 2017 developed by Deep Excavation LLC. Shallow foundation design procedure consists of several checks, among them the two usually most crucial are the bearing capacity and settlement calculations. Modern computer software used by engineering practice can be divided in two major categories analytical, that use empirical formulas and numerical that use finite element models to assess. Foundation Analysis & Design Tools Software. DiGioia, Gray & Associates, LLC will present information on FAD Tools software - Foundation Analysis & Design Tools - on Wednesday April 21, 2010, at 1 p.m., Room 265. FAD Tools software is the result of collaborative research performed by the Electric.

Powered by a sophisticated FEM Solver increasing capacity and substantially speeding up solution for large and complex models, spMats v8.50 is widely used for analysis, design and investigation of concrete mat foundations, footings, and slabs on grade.

spMats, formerly pcaMats and MATS, is equipped with the latest American (ACI 318-14) and Canadian (CSA A23.3-14) concrete codes. spMats is utilized by engineers worldwide to optimize complicated foundation design,and improve analysis of soil structure interaction.

spMats uses the plate-bending theory and the Finite Element Method (FEM) to model the behavior of the mat or slab. The soil supporting the slab is assumed to behave as a set of one-way compression-only springs (Winkler foundation). The boundary conditions may be the underlying soil, nodal springs, piles, or translational and rotational nodal restraints. The model is analyzed under uniform (surface) and concentrated (point) loads. The resulting deflections, soil pressure (or spring reactions), and bending moments are output.

The spMats v8.50 provides integration with spColumn via export CTI files. Preview the video below.