This module offers the required verifications for the ultimate limit state (ULS) with respect to bending and shear for permanent and transient loads as well as accidental (fire) design situations, and the verifications for the serviceability limit state with respect to deflection and vibrations according to EN 1990 or EN 1995 for continuous systems such as cross laminated timber plates.

This module carries out the required verifications of the ultimate limit state (ULS) with respect to normal and shear forces for permanent and transient as well as accidental (fire) design situations according to the given internal forces and buckling lengths.

This module calculates the k_c,90-coefficients for different load situations (point or line load introduction or transmission) and carries out the required verifications.

This module carries out the required shear stress verifications for a CLT cross-section in the ultimate limit state for permanent and transient loads as well as for accidental design situations based on a given shear force in plane per unit length.

This module performs the required verifications at ultimate limit state (ULS) for walls with vertical and horizontal loading, as well as wind loading perpendicular to the wall plane (cold and fire design).

This module offers the required verifications for the ultimate limit state (ULS) with respect to bending and shear for permanent and transient loads, and the verifications for the serviceability limit state with respect to deflection and vibrations according to EN 1990 or EN 1995 for ribbed slabs made out of CLT plates with ribs of GLT or solid wood.

This module offers the required verifications for the ultimate limit state (ULS) with respect to bending and shear for permanent and transient loads, and the verifications for the serviceability limit state with respect to deflection and vibrations according to EN 1990 or EN 1995 for box elements made out of CLT plates with ribs of GLT or solid wood.

This module offers the required verifications for the ultimate limit state (ULS) with respect to bending and shear for permanent and transient loads, and the verifications for the serviceability limit state with respect to deflection and vibrations according to EN 1990 or EN 1995 for web plates made out of glued ribs and two-layer timber panels.

This module calculates the distribution of horizontal loads from wind or earthquake on the load-bearing wall elements.

This module calculates the stiffness values necessary for a two-dimensional FE calculation and offers an export opportunity to Dlubal RFEM 5.

This module calculates connections of cross laminated timber elements with the SHERPA CLT-Connector according to the European Technical Assessment ETA-18/0083.