These components were conceived for use in prestressed concrete construction and are especially suited for the design of bridges, containers, and prestressed flat slabs (free tendon layout) with or without bond. The basic principle here is a 3D, element-independent tendon guide with load processing based on cubical splines. The editing takes place in the graphical user interface, where the whole process can be monitored visually at all times.
	Together with the prestressed concrete checks according to DIN 4227, DIN 1045-1, ÖNORM B 4750 and B 4753, the module complements the configuration level FEM 3D, bringing you a flexible and powerful comprehensive solution for sophisticated constructive engineering tasks. The Bridge Checks According to DIN Technical Report complement the program suite, making it into an extremely powerful tool for bridge construction.
Cantilever bridge with colored construction stages Interactive definition of a tendon group with representation of the force distribution
Slab bridge with bending moments from prestressing

• element-independent 3D tendon group guide
• cubical spline function
• prestressing of beam, shell and solid structures
• tendon group editing on the system and in any section
• friction, wobble and slippage
• consideration of allowance value k
• interactive display of the prestressing force curve and the tendon group radii
• identification of system reactions resulting from prestressing
• calculation of creep and shrinkage coefficients
• creep and shrinkage with tendon group distributions
• design and checks according to DIN 1045-1, OENORM B 4750 and EC 2

○ in development
Ultimate Limit State Checks
Minimum reinforcement for securing ductile behavior	●	●	●	●	●
Bending with or without longitudinal force or longitudinal force only	●	●	●	●	●
Lateral force with minimum level of reinforcement	●	●	●	●	●
Torsion and torsion with lateral force	●	●	●	●	●
Checks against punching shear	●	●	●	●	●
Checks against fatigue for concrete, bending, lateral force and   torsion reinforcement as well as for tendons	●	●	○	○	○
Serviceability Limit State Checks
Limiting the concrete compressive stresses	●	●	●	●	●
Limiting the reinforcing steel stresses	●	●	●	●	●
Limiting the prestressing steel stresses	●	●	●	●	●
Minimum reinforcement for the limit of the crack width	●	●	●	●	●
Limiting the crack width via direct calculation	●	●	●	●	●
Check of decompression	●	●	●	●	●