Continuous Beam

DLT+ can be used to calculate single-span and continuous beams for reinforced concrete, steel and timber with an unlimited number of spans, with or without cantilevers. Cross-sections can be constant or variable. Joints are also possible. In addition to the optically adapted interface, easier operation, a clear and detailed customizable output, the program offers a completely revised interactive reinforcement guide.

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Material
  • Reinforced Concrete
  • Steel
  • Timber
Beam types
  • Reinforced concrete slab (with reinforcement layout as additional option BTM-BEW)
  • Reinforced concrete beam (also biaxial as additional option BTM-2 and with reinforcement layout as additional option BTM-BEW)
  • Steel beam (also biaxial as additional option STM-2)
  • Timber beams (also biaxial as additional option HTM-2)

Depending on the selected material, the cross-section definition is adjusted. Depending on the material, haunches and cross-section discontinuities, block-outs or multi-part/rotated/reinforced cross-sections can be defined, for example. The selection from the FRILO steel database is also available for steel cross-sections.

Loads

Standard loading and multi-span loading can be defined as uniformly distributed load, concentrated load, concentrated moment, trapezoidal load and triangular load.

 

Detailed information

DLT+ combines all beam types/materials of the individual programs BTM+, HTM+ and STM+ in one program.

Therefore, you will find detailed information under

Continuous Beam Concrete BTM+
Continuous Beam Timber HTM+
Continuous Beam Steel STM+

General

For concrete, steel and timber, the program carries out the design or the stress analysis for the preselected cross-section dimensions.

Reinforced Concrete
  • Automatic calculation of the effective slab width
  • Calculation of the deformations in state II for reinforced concrete cross-sections with standards based on the partial safety concept
  • Crack width verification (limit diameter) and stress analysis
  • Consideration of the durability requirements
  • Calculation and consideration of the creep coefficient and the shrinkage strain in the serviceability analyses
  • Verification of the shear joint for slabs and T-beams
  • You can perform an analysis of the connection of the compression flange (shear joint analysis) for T-beams
Timber
  • Optionally, shear deformations can be considered with timber beams
  • Vibration analysis
  • Hot design
  • Stability analysis
Steel and timber
  • Optimization of the dimensioning and design with steel and timber beams
  • Stability analysis for steel girders
Add-on modules
  • BTM-BEW: Reinforcement layout for reinforced concrete beams an slabs
  • BTM-2: Biaxial effect of actions on reinforced concrete beams
  • HTM-2: Biaxial effect of actions on wooden beams
  • STM-2: Biaxial effect of actions on steel beams
Document file formats
  • PDF
  • Word
  • Printer
Output
  • Brief
  • Minimum
  • User-defined
Load transfer
  • Reinforced Concrete Column B5+
  • Timber Column HO1+
  • Single-span Steel Column STS+
  • Reinforced Concrete Corbel B9+
  • Reinforced Concrete Half Joint B10+
  • Framework RSX
  • Continuous Beam Concrete BTM+
  • Continuous Beam Steel STM+
  • Continuous Beam Timber HTM+
  • Reinforced Timber Beam HTV+
  • Timber Compression TB-HHS
  • Lateral Torsional Buckling Analysis BTII+
Data transfer

The analysis of steel beams for lateral torsional buckling and elastic-plastic analyses can be performed per data transfer to the program Lateral Torsional Buckling Analysis BTII+.

Reinforced concrete
  • EN 1992   (NA-D/A/GB/IT/PN)
Steel
  • EN 1993 (NA-D/A/GB/PN)
Timber
  • EN 1995 (NA-D/A/GB/IT/PN)

Vielen Dank fĂĽr Ihre Anfrage!

Die zum 01. Juli abgeschlossene und verkündete Verschmelzung der FRILO Software GmbH und der DC-Software GmbH mit ALLPLAN führt derzeit zu einem erhöhten Aufkommen an Telefon- und E-Mail-Anfragen. Hinzu kommen notwendigen Wartungsarbeiten in unseren CRM- und ERP-Systemen, die temporär Unregelmäßigkeiten und Verzögerungen in unseren Betriebsabläufen nach sich ziehen. Deshalb bitte wir Sie, uns längere Wartezeiten zu verzeihen. Wir sind bemüht, Ihr Anliegen schnellstmöglich zu bearbeiten. Vielen Dank für Ihr Verständnis.