Frame 2D

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Module contains inputs inserting, finite element generation, calculation and reinforcement design for framework for arbitrary geometrical shape. Settings can be realized separately or by combination of dialogs (geometry by text values) and graphical (by mouse) in cooperation with property dialog for values.

For way of inputs insertion see general inputs insertion styles.

ram_priklad.gif (22352 bytes)

Module offers Wizard for geometry inputs, where it is possible step by step generate most frequent kinds of 2D frame structures occuring in practice (2D frame, continuous column, continuous beam, 2D truss, 2D roof structure) or direct input insertion of arbitrary 2D bar structure by nodes and bars.

ram_geometry.gif (25768 bytes)

User can realizes support by complex set of tools. Mostly in practice used supports are predefined (fixed bearing, hinged support, sliding bearing, ...). User can uses rance and can defines support by himself (rigid or elastic). Then user can very easy assigns support to arbitrary structure node.

ram_podpery.gif (57401 bytes)

Structure loading is defined by load cases. Each case containes several loads (loading by force, moment, dead weight ...). User can defines load combinations, that consist of single load cases. Each combination set contains load cases and correspond factors. Result combination values (deformations, forces, moments) are assigned from result load case values (for linear analysis directly in FEA-module).

ram_zatazenie.gif (153413 bytes)

User defines format of representation of input values, FAE results and reinforcement design results. Input values can be represented in table-text or graphical form with using of filters for single part representation (display or not display load cases, numbers of nodes, bars, ...). Result document, asked look with adding of own graphical entities (logo, describtion ...) , can be composed from single representations using output document. For generator describtion see platform core.

ram_vysledky.gif (149334 bytes)

User have possibility to designs longitudinal statical minimal reinforcement and specification of minimal amount of user selected reinforcement types (by diameter) by bar length. Program allows cross-section design for load combinations as well as load cases; program supports design of  nonsymmetrical reinforcement (beams) as well as symmetrical reinforcement (columns). Following example represents minimal reinforcement and design of reinforcement types (user input: d=12mm) of three field frame in cm2.

 

 

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Last modified: január 10, 2000