Statische Nachweise der LIGNATUR-Elemente mit Zulassung ETA-11 / 0137

Bearings

LIGNATUR elements can basically be combined with all common building materials. The statics and building physics of the bearing 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 bearing.

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

Contact details consultants
beratung@lignatur.ch

Bearings timber frame construction

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

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

Bearings 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 bearing detail with LIGNATUR and cross laminated timber via the drop-down menu.

Bearings glulam

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

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

Bearings 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 bearing detail with LIGNATUR in solid construction via the drop-down menu.

Bearings 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 bearings can be concealed and rooms can appear to be widely spanned.

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

Values of bearings 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 bearings 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