More information about the features in the BSP Wiki.
Implemented products
Cross laminated timber
Cross Timber Systems SIA
Eugen Decker Holzindustrie KG
Hasslacher Holding GmbH
KLH Massivholz GmbH
Mayr-Melnhof Holz Holding AG
Piveteaubois
Stora Enso Wood Products GmbH
W. u. J. Derix GmbH & Co.
Connection technique
CLT-Plate 1D - Continuous beam
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.
CLT-Plate 1D - Internal forces
After specifying the internal forces and buckling lengths, this module carries out the required verifications of the ultimate limit state with respect to normal and shear forces for permanent and transient loads as well as accidental design situations.
CLT-Plate loaded in plane
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.
Compression perpendicular to grain
This module calculates the kc,90-coefficients for various load situations (point or line load introduction or transmission) and carries out the required verifications.
Ribbed slab
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 of CLT plates with ribs of GLT or solid wood.
Horizontal load distribution on shear walls
This module calculates the distribution of horizontal loads from wind or earthquake on the load-bearing wall elements.