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Frilo B8 Prestressed Concrete Girder
Frilo Crack Download Free
B8 is suitable for the calculation of reinforced concrete beams and pre-tensioned girders (long-line method). The software performs all required verifications of the load-bearing capacity (also for the accidental and earthquake design situations) as well as serviceability verifications. The comprehensive>

The results are produced sepa-rately for the top and bottom of the girder.
In addition to this, you can find special features such as air-entrained concrete, aggregate for wear, decrease of the dimensional allowance for pre-fabricated components.
Verifications
Ultimate limit state (USL):
- Bending with longitudinal force (including resisting tensile force coverage)
- Shear resistance, for cast-in-place supplements inclusive bearing capacity of the joints
- Lateral buckling in the installed state and in the erecting state (method by Stiglat and Mann)
- Determination of the tensile splitting reinforcement
- Anchorage of the prestressing reinforcement
Serviceability limit state (SLS):
- Concrete stresses, steel stresses (prestressed steel, reinforcing steel)
- Crack width (loading, minimum reinforcement), verification of the decompression, if required
- Deflection for a selectable load combination of the SLS with consideration of state II includ-ing tension stiffening and shrinkage
- Changes in length due to temperature, creep and shrinkage
All verifications are performed at the beginning and the end of creep stages, which are determined by the casting and the usage of the girder. The creep factor and the shrinkage strain are calculated in detail and are taken into account in the verifications. The pretension remaining after the deduction of losses due to creep, shrinkage and relaxation is con-sidered effective.
Results
The calculation is based on a sec-tion grid laid over the girder. Every verification is performed on each individual cross section of the grid. The result list reveals the section with the highest utilization or the lowest safety reserve, which is the critical section for this verification.
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A quick overview is available via the view of the critical cross sections, which also shows the utilization of the respective verification.
The graphical representation of the utilization behaviour allows the easy identification of points where a limit is exceeded. The values processed in the graphical representation can also be dis-played in the form of a table.
In order to find out why the limit in a verification was exceeded, you can display each calculation step in detail. An advisor suggests appropriate corrections.
Design settings
The user can control the inclusion of calculation assumptions that are permissible in particular cases of application. The control options include:
- Definition of independent imposed and live loads
- Combination of permanent loads for each span separately
- Verification of the crack width limitation without minimum reinforcement
- Definition of a gradual application of the pre-tensioning force
- Definition of reduced material safety coefficients for precast components
- The consideration of a thermal treatment allows the utilization of increased strength at the moment when tensioning force applies and the reduction of the creep factors.
- At the moment when the tensioning force applies, a higher permissible compressive stress and an increased compressive resistance of the concrete can be taken into account, if the corresponding prerequisites are satisfied.esults

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