EngiSSol - 2D Truss Analysis 2.0 Screenshots

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Size: 1 MB $ 180.59 License: Shareware

EngiSSol - 2D Truss Analysis 2.0 Screen shot
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Description:

ANALYSIS:
Use of highly flexible, general, finite element method
Static and dynamic analysis of 2D trusses
Unlimited number of Nodes and Beams
Supports all major measure units
All type of boundary conditions (fixed, rollers, etc.)
Translational and rotational spring supports
Initial displacement and speed conditions
Extremely easy model creation, no need to first define nodes and then elements, nodes are produced automatically
Consideration of thermal loads

PRE-PROCESSING:
Top quality graphics rendering
Full GUI including zoom, pan, grid, snap options
Every user action can be done graphically at real time
Immediate switch to other measure units
Easy model creation (members, loads, supports etc) in a user friendly environment with many graphical features
Embedded library with major steel section shapes
Definition of custom beam sections
Embedded library with major materials (wood, steel, concrete)
Definition of custom materials
Easy and fast modification of the material properties
Quick apply vertical and horizontal distributed loads on elements

POST-PROCESSING:
Calculation and drawing of the deformed shape of the given model
Analytical view of the results of analysis, the geometry, the static model, the loads etc.
Drawing of axial - shear force diagrams and bending moment diagram
Scaling to above diagrams and the deformed model interactively
Internal forces calculation at each location along the members
Stress calculation at the top and bottom fiber along each member
Drawing of axial force diagram
Drawing of deformed shape
High quality analysis reports with all analysis results, including stress, internal forces and displacements diagrams, as well as drawings of the static model, its deformed shape and the axial force diagram
Analysis report can be exported to pdf, rtf, xls and xml formats or it can be directly be printed
All model data are exported to access database

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