Support

Supports

LIGNATUR elements can basically be combined with all common building materials. The statics and building physics of the support details must be checked in accordance with your project. For securing the position and transferring the horizontal forces, the corresponding fasteners are shown in the details. In accordance with the motto "Sparing with wood", it is often possible to do without solid wood inserts at the support.

Do you have any further questions? We will be happy to advise you.

Contact details consultants
beratung@lignatur.ch

Supports timber frame construction

LIGNATUR surface elements are often mounted on timber frame walls. This type of support is often chosen for single-family and multi-family houses, but also for commercial buildings.

Select your desired support detail with LIGNATUR in timber frame construction via the drop-down menu.

Supports cross laminated timber

The connection of LIGNATUR elements to solid wood or cross laminated timber walls offers various possibilities. Often the LIGNATUR floor is connected to the side of the superimposed walls.

Select your desired support detail with LIGNATUR and cross laminated timber via the drop-down menu.

Supports glulam

Whether in hall construction, on wide-span glulam trusses, connections to beams at the same level as the ceiling for end and intermediate supports in house and object construction - glulam with LIGNATUR and corresponding fasteners allows many combinations.

Select your desired support detail with LIGNATUR and glulam via the drop-down menu.

Supports solid construction

For connections to solid construction cores or hybrid constructions, there are several possibilities for LIGNATUR elements. Wooden support sleepers or steel angles are a suitable connection for this.

Select your desired support detail with LIGNATUR in solid construction via the drop-down menu.

Supports steel construction

For hall supporting structures, steel girders are often used as the primary supporting structure. With the LIGNATUR elements, it is possible to integrate steel girders completely or only partially in the element. In this way, for example, intermediate supports can be concealed and rooms can appear to be widely spanned.

Select your desired support detail with LIGNATUR in steel construction via the drop-down menu.

Values of support D01

Height LIGNATUR-surface element:

l_a = 40 mm
R_v,z,k = 28.0 kN/m¹
R_v,z,d,SIA = 21.0 kN/m¹

l_a = 80 mm
R_v,z,k = 28.0 kN/m¹
R_v,z,d,SIA = 21.0 kN/m¹

l_a = 40 mm
R_v,z,k = 33.5 kN/m¹
R_v,z,d,SIA = 24.5 kN/m¹

l_a = 80 mm
R_v,z,k = 33.5 kN/m¹
R_v,z,d,SIA = 25.1 kN/m¹

l_a = 40 mm
R_v,z,k = 34.1 kN/m¹
R_v,z,d,SIA = 24.5 kN/m¹

l_a = 80 mm
R_v,z,k = 39.0 kN/m¹
R_v,z,d,SIA = 29.3 kN/m¹

l_a = 40 mm
R_v,z,k = 34.1 kN/m¹
R_v,z,d,SIA = 24.5 kN/m¹

l_a = 80 mm
R_v,z,k = 44.5 kN/m¹
R_v,z,d,SIA = 33.4 kN/m¹

l_a = 40 mm
R_v,z,k = 34.1 kN/m¹
R_v,z,d,SIA = 24.5 kN/m¹

l_a = 80 mm
R_v,z,k = 49.6 kN/m¹
R_v,z,d,SIA = 35.7 kN/m¹

l_a = 40 mm
R_v,z,k = 34.1 kN/m¹
R_v,z,d,SIA = 24.5 kN/m¹

l_a = 80 mm
R_v,z,k = 49.6 kN/m¹
R_v,z,d,SIA = 35.7 kN/m¹

l_a = 40 mm
R_v,z,k = 34.1 kN/m¹
R_v,z,d,SIA = 24.5 kN/m¹

l_a = 80 mm
R_v,z,k = 49.6 kN/m¹
R_v,z,d,SIA = 35.7 kN/m¹

l_a = 40 mm
R_v,z,k = 34.1 kN/m¹
R_v,z,d,SIA = 24.5 kN/m¹

l_a = 80 mm
R_v,z,k = 49.6 kN/m¹
R_v,z,d,SIA = 35.7 kN/m¹

l_a = 40 mm
R_v,z,k = 34.1 kN/m¹
R_v,z,d,SIA = 24.5 kN/m¹

l_a = 80 mm
R_v,z,k = 49.6 kN/m¹
R_v,z,d,SIA = 35.7 kN/m¹

l_a = 40 mm
R_v,z,k = 36.2 kN/m¹
R_v,z,d,SIA = 26.1 kN/m¹

l_a = 80 mm
R_v,z,k = 51.7 kN/m¹
R_v,z,d,SIA = 37.3 kN/m¹

Values of support D02

Height LIGNATUR-surface element:

l_a = 40 mm
R_v,z,k = 12.9 kN/m¹
R_v,z,d,SIA = 9.7 kN/m¹

l_a = 60 mm
R_v,z,k = 11.6 kN/m¹
R_v,z,d,SIA = 8.7 kN/m¹

l_a = 40 mm
R_v,z,k = 15.6 kN/m¹
R_v,z,d,SIA = 11.7 kN/m¹

l_a = 60 mm
R_v,z,k = 14.3 kN/m¹
R_v,z,d,SIA = 10.7 kN/m¹

l_a = 40 mm
R_v,z,k = 18.9 kN/m¹
R_v,z,d,SIA = 14.1 kN/m¹

l_a = 60 mm
R_v,z,k = 17.4 kN/m¹
R_v,z,d,SIA = 13.0 kN/m¹

l_a = 40 mm
R_v,z,k = 22.3 kN/m¹
R_v,z,d,SIA = 16.7 kN/m¹

l_a = 60 mm
R_v,z,k = 20.7 kN/m¹
R_v,z,d,SIA = 15.5 kN/m¹

l_a = 40 mm
R_v,z,k = 25.8 kN/m¹
R_v,z,d,SIA = 19.3 kN/m¹

l_a = 60 mm
R_v,z,k = 24.2 kN/m¹
R_v,z,d,SIA = 18.1 kN/m¹

l_a = 40 mm
R_v,z,k = 27.1 kN/m¹
R_v,z,d,SIA = 19.5 kN/m¹

l_a = 60 mm
R_v,z,k = 27.7 kN/m¹
R_v,z,d,SIA = 20.8 kN/m¹

l_a = 40 mm
R_v,z,k = 27.1 kN/m¹
R_v,z,d,SIA = 19.5 kN/m¹

l_a = 60 mm
R_v,z,k = 31.3 kN/m¹
R_v,z,d,SIA = 23.4 kN/m¹

l_a = 40 mm
R_v,z,k = 27.1 kN/m¹
R_v,z,d,SIA = 19.5 kN/m¹

l_a = 60 mm
R_v,z,k = 34.9 kN/m¹
R_v,z,d,SIA = 25.1 kN/m¹

l_a = 40 mm
R_v,z,k = 27.1 kN/m¹
R_v,z,d,SIA = 19.5 kN/m¹

l_a = 60 mm
R_v,z,k = 34.9 kN/m¹
R_v,z,d,SIA = 25.1 kN/m¹

l_a = 40 mm
R_v,z,k = 27.1 kN/m¹
R_v,z,d,SIA = 19.5 kN/m¹

l_a = 60 mm
R_v,z,k = 34.9 kN/m¹
R_v,z,d,SIA = 25.1 kN/m¹