- Calculation of 2-row or 4-row rigid end plate connections with flush or protruding cap plates in accordance with DIN 18800
- Calculation—in contrast to the DSTV guideline—also taking into account axial forces (internal forces My , N, Vz ) and freely definable single-symmetrical I-sections
- Option for the calculation of a pure axial force tension joint
- Separate design option for the welds of the connection with specification of the recommended values according to DIN 18800, Part 1
- Design of bolts, end plates, and welds or specification of fixed values for bolts, flange and fillet welds, and end plate thicknesses
- Efficient dimensioning through full utilization of any cross-section reserves
- Efficient weld seam thicknesses and end plate thicknesses appropriate to the load as a result of design with complete interaction of moment, shear force, and axial force
- Output of the minimum prestressing forces required for the serviceability limit state design
- Photorealistic representation (3D rendering) of the end plate with cross-section, bolts, weld, and dimensions
Features
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