![]() ![]() Analysis results for the model in earthquake load are considered as forces for the above-mentioned computation. are used for 2D LEM, 2D FEM and 3D FEM slope analyses, respectively. When simulating piles with chain of bars, the program computes depth h d (part of soil excluded from the pile behaviour in friction) in earthquake load. Soilworks and GTS NX developed by Midas Information Technology Co.Analysis of bearing capacity of piles according to soil model with account of earthquake and pull-out load. ![]() New option to generate metric grid (regular grid lines) that may be used to arrange new objects of design model.The realized set includes separate coefficients for compression, flexure, torsion, etc. It is possible to define correction factors for stiffness parameters of bars and plates.With this analysis the user could evaluate the bearing capacity of soil selected as the base for buildings and structures. Based on 3D soil model, design values of soil resistance are computed at level where imported loads are applied to or at the specified levels and then these values may be presented as mosaic plots.Iterations are defined to clarify moduli of subgrade reaction ![]()
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