2D Frame Analysis Dynamic Edition 1.1

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
Compatibility with any consistent system of units
All type of boundary conditions (fixed, rollers, etc.)
Bent support conditions with respect to the global coordinate system, e.g. roller at 30 degrees in Node #4.(Nodal constraints in all directions)
Separate Coordinate System for each node
Rotational Springs
Unlimited number of translational around a node (direction and stiffness for each one)
Consideration of any translational and rotational displacements of the support conditions
No need to define first Nodes and then Beams, Nodes are produced automatically
Consideration of thermal loads
Ability to modify the beam material properties easily and fast
Static Load is given with respect to the global or local system of each beam or Node
Quick release 1 to 3 degrees of freedom at the starting or ending node of each beam in a user defined local coordinate system
Vertical and Horizontal Distribution Load on beams
Easy and interactive insertion of Arcs
Quick drawing of the model in a user friendly environment
Full GUI including zoom, pan, grid, snap options
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 Diagrams of Axial and Shear Force and Bending Moment
Scaling to above diagrams and the deformed model interactively
Printings of analytical results, stress and displacements diagrams
Library with the major steel section shapes as well as typical concrete grades
Option to perform static or dynamic analysis
Dynamic Preferences, such as ending time of loading, integration step, damping coefficient and initial speeds - displacements
Ability to insert a math function of variable t (time)