• Reinforced concrete slab
• Reinforced concrete beam
• Steel girder
• Timber beam
• Beam without reinforcement analysis
• Aluminum girder

• Biaxial effect of actions, reinforced concrete beam, steel, timber, aluminum
• Reinforcement for reinforced concrete beam, interface to CAD

• The application performs the design and/or stress analysis for the pre-selected cross section dimensions for the material types concrete, steel and timber.

• Reinforced concrete design according to

• Steel design according to

• Timber construction standards:

• Aluminum:

• Calculation of the deformations in state II for reinforced concrete cross sections according to EN 1992 / DIN 1045-1.
• Crack width evidence (limiting diameter) and stress analysis.
• Consideration of the durability requirements.
• Calculation and consideration of the creep coefficient and the shrinkage strain in serviceability analyses.
• Optimization of the dimensioning and design with steel girders and timber beams.
• The rigidity within the span can be constant or variable.
• You can define hinges.

• You can optionally consider shear deformations with timber beams.
• Analysis of the shear joint for slabs and T-beams.
• You can perform an analysis of the connection of the compression flange (shear analysis) for T-beams.

Load import
You can import bearing loads (from DLT items) that you have calculated in other items (<F5> key).

Block-outs (holes)
You can define round or rectangular block-outs for reinforced concrete beams, the calculation is performed in accordance with Booklet 399 DAfStb.

Bearing reactions
The bearing reactions are put out for the simple and/or γ  -fold loads depending on the application control and the task. In addition, the bearing reactions are put out according to groups of actions.

Interfaces

• The loads can be transferred to the column applications

• You can perform the torsional buckling resistance and elasticplastic analyses per data transfer toBT II (second-order
  bending torsion analysis) or ST7
  application.

• Suspension reinforcement is not considered.
• The anchorage of longitudinal bars is not analyzed at haunches and jumps

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