Preliminary statics
LIGNATUR elements feature very rigid load-bearing characteristics. The construction height required, based on the load, is comparable to that of a concrete floor.
LIGNATUR box elements (LKE) are available from 120 to 320mm in height, surface elements (LFE) from 90 to 480mm in height. You can easily predimension your elements with the following diagrams and tables or contact our team. We are happy to assist with the dimensioning.
Floor design
Are you designing the floor for a school, an office, a single or multi-family house, or an accessible roof?
For each application, the desired span can be selected in the drop-down menu. The required component dimensioning of LIGNATUR surface elements is displayed graphically. The floor structures shown are recommendations, tailored to the application.
Do you have any further questions? We'll be glad to advise you.
Static System – single-span beam
Ultimate limit state, serviceability limit state, and vibration design are fulfilled for all floor systems shown
- Dead load incl. fill g
- Load of floor construction gA
- Permanent load gk = g + gA
- Variable load qk
- Initial deflection winst (gK + qK)
Gallery floor
LIGNATUR box element (LKE)
Span of LIGNATUR
Variable action qk: 280 kg/m2
Load of floor construction gA: 0 kg/m2
Permitted deflection winst = l/600
Variable action qk: 280 kg/m2
Load of floor construction gA: 0 kg/m2
Permitted deflection winst = l/600
Variable action qk: 280 kg/m2
Load of floor construction gA: 0 kg/m2
Permitted deflection winst = l/600
Variable action qk: 280 kg/m2
Load of floor construction gA: 0 kg/m2
Permitted deflection winst = l/600
Variable action qk: 280 kg/m2
Load of floor construction gA: 0 kg/m2
Permitted deflection winst = l/600
Variable action qk: 280 kg/m2
Load of floor construction gA: 0 kg/m2
Permitted deflection winst = l/600
Variable action qk: 280 kg/m2
Load of floor construction gA: 0 kg/m2
Permitted deflection winst = l/600
Variable action qk: 280 kg/m2
Load of floor construction gA: 0 kg/m2
Permitted deflection winst = l/600
Single-family house
Fermacell screed element 25mm
Wood fibre footfall sound insulation 20mm
Fermacell honeycomb fill 30 mm
LIGNATUR surface element (LFE) with acoustics
Span of LIGNATUR
Variable action qk: 280 kg/m2
Load of floor construction gA: 100 kg/m2
Permitted deflection winst = l/600
Variable action qk: 280 kg/m2
Load of floor construction gA: 100 kg/m2
Permitted deflection winst = l/600
Variable action qk: 280 kg/m2
Load of floor construction gA: 100 kg/m2
Permitted deflection winst = l/600
Variable action qk: 280 kg/m2
Load of floor construction gA: 100 kg/m2
Permitted deflection winst = l/600
Variable action qk: 280 kg/m2
Load of floor construction gA: 100 kg/m2
Permitted deflection winst = l/600
Variable action qk: 280 kg/m2
Load of floor construction gA: 100 kg/m2
Permitted deflection winst = l/600
Variable action qk: 280 kg/m2
Load of floor construction gA: 100 kg/m2
Permitted deflection winst = l/600
Variable action qk: 280 kg/m2
Load of floor construction gA: 100 kg/m2
Permitted deflection winst = l/600
Variable action qk: 280 kg/m2
Load of floor construction gA: 100 kg/m2
Permitted deflection winst = l/600
Variable action qk: 280 kg/m2
Load of floor construction gA: 100 kg/m2
Permitted deflection winst = l/600
Multi-family house
Cement screed 60 mm
Mineral fibre footfall sound insulation 40 mm
Bonded chippings 100 mm
LIGNATUR surface element (LFE) silence 12
Span of LIGNATUR
Variable action qk: 280 kg/m2
Load of floor construction gA: 290 kg/m2
Permitted deflection winst = l/475
Variable action qk: 280 kg/m2
Load of floor construction gA: 290 kg/m2
Permitted deflection winst = l/475
Variable action qk: 280 kg/m2
Load of floor construction gA: 290 kg/m2
Permitted deflection winst = l/475
Variable action qk: 280 kg/m2
Load of floor construction gA: 290 kg/m2
Permitted deflection winst = l/475
Variable action qk: 280 kg/m2
Load of floor construction gA: 290 kg/m2
Permitted deflection winst = l/475
Variable action qk: 280 kg/m2
Load of floor construction gA: 290 kg/m2
Permitted deflection winst = l/475
Variable action qk: 280 kg/m2
Load of floor construction gA: 290 kg/m2
Permitted deflection winst = l/475
Variable action qk: 280 kg/m2
Load of floor construction gA: 290 kg/m2
Permitted deflection winst = l/475
School building / Nursery
Cement screed 60 mm
Mineral fibre footfall sound insulation 40 mm
Bonded chippings 60 mm
LIGNATUR surface element (LFE) with acoustics
Span of LIGNATUR
Variable action qk: 380 kg/m2
Load of floor construction gA: 230 kg/m2
Permitted deflection winst = l/475
Variable action qk: 380 kg/m2
Load of floor construction gA: 230 kg/m2
Permitted deflection winst = l/475
Variable action qk: 380 kg/m2
Load of floor construction gA: 230 kg/m2
Permitted deflection winst = l/475
Variable action qk: 380 kg/m2
Load of floor construction gA: 230 kg/m2
Permitted deflection winst = l/475
Variable action qk: 380 kg/m2
Load of floor construction gA: 230 kg/m2
Permitted deflection winst = l/475
Variable action qk: 380 kg/m2
Load of floor construction gA: 230 kg/m2
Permitted deflection winst = l/475
Variable action qk: 380 kg/m2
Load of floor construction gA: 230 kg/m2
Permitted deflection winst = l/475
Variable action qk: 380 kg/m2
Load of floor construction gA: 230 kg/m2
Permitted deflection winst = l/475
Office building
Knauf GIFAfloor 100 mm, FHB 32 mm
Cement screed 50 mm
Mineral fibre footfall sound insulation 40 mm
LIGNATUR surface element (LFE) with fill 50 kg/m2
Span of LIGNATUR
Variable action qk: 380 kg/m2
Load of floor construction gA: 170 kg/m2
Permitted deflection winst = l/475
Variable action qk: 380 kg/m2
Load of floor construction gA: 170 kg/m2
Permitted deflection winst = l/475
Variable action qk: 380 kg/m2
Load of floor construction gA: 170 kg/m2
Permitted deflection winst = l/475
Variable action qk: 380 kg/m2
Load of floor construction gA: 170 kg/m2
Permitted deflection winst = l/475
Variable action qk: 380 kg/m2
Load of floor construction gA: 170 kg/m2
Permitted deflection winst = l/475
Variable action qk: 380 kg/m2
Load of floor construction gA: 170 kg/m2
Permitted deflection winst = l/475
Variable action qk: 380 kg/m2
Load of floor construction gA: 170 kg/m2
Permitted deflection winst = l/475
Variable action qk: 380 kg/m2
Load of floor construction gA: 170 kg/m2
Permitted deflection winst = l/475
Accessible roof
Concrete flags
Chippings
Polymer bitumen membrane
Heat insulation
Vapour barrier
LIGNATUR surface element (LFE) with fill 50 kg/m2
Span of LIGNATUR
Variable action qk: 400 kg/m2
Load roof structure gA: 130 kg/m2
Permitted deflection winst = l/500
Variable action qk: 400 kg/m2
Load roof structure gA: 130 kg/m2
Permitted deflection winst = l/500
Variable action qk: 400 kg/m2
Load roof structure gA: 130 kg/m2
Permitted deflection winst = l/500
Variable action qk: 400 kg/m2
Load roof structure gA: 130 kg/m2
Permitted deflection winst = l/500
Variable action qk: 400 kg/m2
Load roof structure gA: 130 kg/m2
Permitted deflection winst = l/500
Variable action qk: 400 kg/m2
Load roof structure gA: 130 kg/m2
Permitted deflection winst = l/500
Variable action qk: 400 kg/m2
Load roof structure gA: 130 kg/m2
Permitted deflection winst = l/500
Variable action qk: 400 kg/m2
Load roof structure gA: 130 kg/m2
Permitted deflection winst = l/500
Static roof
Are you planning a roof for a sports hall or an indoor swimming pool?
The desired span for the roof can be selected in the drop-down menu. The required component dimensioning of LIGNATUR surface elements is displayed graphically.
Do you have any further questions? We'll be glad to advise you.
Roof membrane sk = 100 kg/m2
Polymer bitumen membrane 2nd layer
Polymer bitumen membrane 1st layer
Thermal insulation
Vapour barrier
LIGNATUR surface element (LFE) with acoustics
Span of LIGNATUR
Variable action qk: 80 kg/m2
Load roof structure gA: 50 kg/m2
Permitted deflection winst = l/400
Variable action qk: 80 kg/m2
Load roof structure gA: 50 kg/m2
Permitted deflection winst = l/400
Variable action qk: 80 kg/m2
Load roof structure gA: 50 kg/m2
Permitted deflection winst = l/400
Variable action qk: 80 kg/m2
Load roof structure gA: 50 kg/m2
Permitted deflection winst = l/400
Variable action qk: 80 kg/m2
Load roof structure gA: 50 kg/m2
Permitted deflection winst = l/400
Variable action qk: 80 kg/m2
Load roof structure gA: 50 kg/m2
Permitted deflection winst = l/400
Variable action qk: 80 kg/m2
Load roof structure gA: 50 kg/m2
Permitted deflection winst = l/400
Variable action qk: 80 kg/m2
Load roof structure gA: 50 kg/m2
Permitted deflection winst = l/400
Variable action qk: 80 kg/m2
Load roof structure gA: 50 kg/m2
Permitted deflection winst = l/400
Variable action qk: 80 kg/m2
Load roof structure gA: 50 kg/m2
Permitted deflection winst = l/400
Green roof sk = 100 kg/m2
Vegetation layer
Drainage
Polymer bitumen membrane 2nd layer
Polymer bitumen membrane 1st layer
Thermal insulation
Vapour barrier
LIGNATUR surface element (LFE) with acoustics
Span of LIGNATUR
Variable action qk: 80 kg/m2
Load roof structure gA: 200 kg/m2
Permitted deflection winst = l/400
Variable action qk: 80 kg/m2
Load roof structure gA: 200 kg/m2
Permitted deflection winst = l/400
Variable action qk: 80 kg/m2
Load roof structure gA: 200 kg/m2
Permitted deflection winst = l/400
Variable action qk: 80 kg/m2
Load roof structure gA: 200 kg/m2
Permitted deflection winst = l/400
Variable action qk: 80 kg/m2
Load roof structure gA: 200 kg/m2
Permitted deflection winst = l/400
Variable action qk: 80 kg/m2
Load roof structure gA: 200 kg/m2
Permitted deflection winst = l/400
Variable action qk: 80 kg/m2
Load roof structure gA: 200 kg/m2
Permitted deflection winst = l/400
Variable action qk: 80 kg/m2
Load roof structure gA: 200 kg/m2
Permitted deflection winst = l/400
Variable action qk: 80 kg/m2
Load roof structure gA: 200 kg/m2
Permitted deflection winst = l/400
Variable action qk: 80 kg/m2
Load roof structure gA: 200 kg/m2
Permitted deflection winst = l/400
Green roof sk = 300 kg/m2
Vegetation layer
Drainage
Polymer bitumen membrane 2nd layer
Polymer bitumen membrane 1st layer
Thermal insulation
Vapour barrier
LIGNATUR surface element (LFE) with acoustics
Span of LIGNATUR
Variable action qk: 240 kg/m2
Load roof structure gA: 200 kg/m2
Permitted deflection winst = l/400
Variable action qk: 240 kg/m2
Load roof structure gA: 200 kg/m2
Permitted deflection winst = l/400
Variable action qk: 240 kg/m2
Load roof structure gA: 200 kg/m2
Permitted deflection winst = l/400
Variable action qk: 240 kg/m2
Load roof structure gA: 200 kg/m2
Permitted deflection winst = l/400
Variable action qk: 240 kg/m2
Load roof structure gA: 200 kg/m2
Permitted deflection winst = l/400
Variable action qk: 240 kg/m2
Load roof structure gA: 200 kg/m2
Permitted deflection winst = l/400
Variable action qk: 240 kg/m2
Load roof structure gA: 200 kg/m2
Permitted deflection winst = l/400
Variable action qk: 240 kg/m2
Load roof structure gA: 200 kg/m2
Permitted deflection winst = l/400
Variable action qk: 240 kg/m2
Load roof structure gA: 200 kg/m2
Permitted deflection winst = l/400
Variable action qk: 240 kg/m2
Load roof structure gA: 200 kg/m2
Permitted deflection winst = l/400
