Design software TIMBER CONSTRUCTION CONNECTIONS

calculationfor wooden structures3D

Connections to main and secondary beams, in truss, to longitudinal connections In addition to the component design, one of the main focuses of DC statics is the verification of timber construction connections . Through connections, components can be weakened, which must be taken into special consideration. Often, other materials, such as pin-shaped fasteners, sheets and mouldings are necessary to remove the existing forces. All these special features can be taken into account when calculating timber-construction connections. Carpentry connections Tenon Offset Tenon with offset Clamping connections Dowel Bolts, fitted bolts Threaded rods Timber connectors Nails Gusset plates and butt straps Steel sheets found inside and outside Butt straps made of wood and wood-based materials Main and supporting beams (with and without Lateral tension reinforcement) Metal connectors Dovetail connections Tenon Notches Profile connection Column shoe attached and concreted column footing longitudinal joints Scarf joints (Gerber) Timber construction connections can be calculated in separate positions. You have the possibility to adopt the forces of components calculated in DC-statics or to enter the cutting forces manually as a characteristic force or design force. In many modules, however, it is also possible to verify the components including the connections in one and the same static position. For example, in the position type, collar beam roof, rafter roof, plate roof clamps and the suspensions of middle plates are calculated in a single calculation. Timber construction connections are also available in general mullions and incontinuous beam.