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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...
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2D Frame Analysis Dynamic Edition - 1.1 Screenshot

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