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2D Frame Analysis 2.0

2D Frame Analysis
ANALYSIS:
Use of highly flexible, general, finite element method
Static analysis of multi span beams, 2D trusses and 2D frames
Unlimited number of Nodes and Beams
3 Degrees of freedom per Node, 6 per Beam
All type of boundary conditions (fixed, rollers, etc.)
Translational and rotational spring supports
Initial displacement conditions
Rapid model creation, no need to first define nodes and then elements, nodes are produced automatically...