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Frilo DLT - Continuous Beam

The application is intended for the calculation of single-span and continuous beams with 12 spans maximum.

Beam Types
  • Reinforced concrete slab
  • Reinforced concrete beam
  • Steel girder
  • Timber beam
  • Beam without reinforcement analysis
  • Aluminum girder
Additional Options (extra charge)
  • 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
- EN 1992 (NA-D/A/GB/IT)
- UNI ENV 1992
- DIN 1045 / DIN 1045-1
- ÖNorm B 4700
  • Steel design according to
- EN 1993 (NA-D/A/GB)
- DIN 1050
- DIN 18800
  • Timber construction standards:
- EN 1995 (NA-D/A/GB/IT)
- DIN 1052
  • Aluminum:
- DIN EN 1999 (NA-D/GB)
Automatic calculation of the effective slab width.
  • 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.


  • The loads can be transferred to the column applications
- B5,
- HO1+
- B9
- B10
- STS+
  • You can perform the torsional buckling resistance and elasticplastic analyses per data transfer toBT II (second-order
    bending torsion analysis) or ST7
  • Suspension reinforcement is not considered.
  • The anchorage of longitudinal bars is not analyzed at haunches and jumps

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