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The shear design is based on a bar structure model whereby the longitudinal reinforcement is taken into account. The reinforcement direction is freely definable. The design approach assumes an orthogonal mesh reinforcement.
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A cracked plate element is used as a model. The design of the reinforcement is performed in accordance with the Baumann method. You can optionally perform the calculation with alternative load cases. On the basis of this assignment, the application calculates the decisive load combination including a corresponding leading ation. Each load case is assigned to a group of actions. The user can exclude particular load cases from the superposition. The PLT application includes a fully automatic superposition feature that takes the selected regulation into account. Alternatively, elements in accordance with the Reissner-Mindlin theorem are used for thick plates.

A considerable benefit of these socalled hybrid elements is their accuracy with thin plates that are frequently used in building construction. The plate elements include displacement and stress approaches.
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The automatic mesh generator allows you to generate meshes with triangular and rectangular elements as well as mixed meshes. You can define single, line, distributed and temperature loads in any layout. You can optionally include tension spring failure for columns and walls in the calculation. There are several representation options for the bearing reactions at walls, either in the form of various diagrams in kN per linear metre or in the form of points along the wall axis.

Point or line supports are generated via the objects column and wall, whereby the application automatically calculates the real rigidity values, if the corresponding option was activated.
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