Programme component for general structures with Windows®-oriented working environment for the materially non-linear calculation of spatial frameworks in the cracked state. The following calculation functions for TRIMAS® and PONTI® are available in this programme component:

• Graphically interactive input of the existent reinforcement as individual and sectional reinforcement, also for haunches
• Characteristic lines of materials and limit values for stresses and strains according to DIN 1045-1 and EC 2
• Acquisition of the effect of concrete between the cracks (tension stiffening)
• Consideration of the prestressing in reinforcement bearings or individual bars
• Consideration of different design concepts, such as the gammaR concept, the procedure according to Eurocode as well as procedure for slender compression members
• Realistic evaluation of stress resultants including acquisition of redistributions
• Calculation of deformation in the working condition
• Ultimate load calculations with automatic step size control
• Display of result quantities for deformations and stress resultants, relative strain and bending stiffnesses, extremal edge strains as well as extremal stresses in concrete and steel