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Technical information
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Slab Properties |
Bearing Requirements
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- self weight of slabs is approximately 2.5kn/m2
- 1.0m3 of grout will cover approxomately 75m2
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Loading requirements |
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- Bs 6399 gives the required load carrying capacities for various applications.
- Some common applications are :
Housing - 1.5kn/m2
Garages - 2.5kn/m2
Industrial - 5.0kn/m2
- Note: Wall loads are in addition to the above.
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| Clear Span (m) |
Finish Floor Type |
| Timber Batten |
Non-Structural Screed |
1.90 |
16.0 |
14.5 |
2.15 |
13.9 |
12.5 |
2.40 |
12.3 |
10.8 |
2.65 |
10.9 |
9.5 |
2.90 |
9.8 |
8.3 |
3.15 |
8.8 |
7.6 |
3.40 |
9.7 |
8.3 |
3.65 |
8.3 |
6.4 |
3.90 |
8.7 |
6.7 |
4.25 |
6.7 |
4.8 |
4.40 |
6.8 |
4.8 |
4.65 |
5.3 |
3.2 |
4.90 |
4.0 |
2.0 |
5.00 |
3.5 |
1.5 |
5.10 |
3.0 |
- |
5.20 |
2.5 |
- |
5.30 |
2.1 |
- |
5.40 |
1.7 |
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| Bar sizes increase at various stages. heavier steel can be used to increase the load carrying capacity |
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Span Load Table
(heavy applications) |
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| Depth of Structural Screed |
Clear Span (m) |
4.0 |
4.5 |
5.0 |
5.5 |
6.0 |
6.5 |
50mm |
10 |
9.8 |
8.5 |
6.6 |
3.4 |
1.2 |
75mm |
10.2 |
10 |
8.7 |
8.6 |
6.2 |
3.1 |
100mm |
10.4 |
10.1 |
8.8 |
8.7 |
7.6 |
5.1 |
- For details of floor finish types see finishings page.
Tables give load bearing capacity in kn/m2
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Slab Properties- 210 Spanwright |
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- self weight of slabs is approximately 2.9kn/m2
- 1.0m3 of grout will cover approxomately 75m2
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Loading requirements |
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| |
|
- Bs 6399 gives the required load carrying capacities for various applications.
- Some common applications are :
Housing - 1.5kn/m2
Garages - 2.5kn/m2
Industrial - 5.0kn/m2
- Note: Wall loads are in addition to the above.
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| Clear Span (m) |
Finish Floor Type |
| Timber Batten |
Non-Structural Screed |
2.90 |
13.5 |
12.9 |
3.15 |
13.0 |
11.5 |
3.40 |
11.5 |
10.0 |
3.65 |
9.6 |
8.1 |
3.90 |
8.0 |
6.5 |
4.15 |
11.2 |
9.7 |
4.40 |
9.8 |
8.3 |
4.65 |
8.2 |
6.7 |
4.90 |
6.3 |
4.8 |
5.25 |
8.8 |
7.3 |
5.40 |
6.7 |
5.2 |
5.65 |
6.5 |
5.0 |
5.90 |
4.8 |
3.3 |
6.00 |
4.2 |
2.7 |
6.10 |
3.8 |
2.3 |
6.20 |
3.3 |
1.8 |
6.30 |
3.0 |
1.5 |
| Bar sizes increase at various stages. heavier steel can be used to increase the load carrying capacity |
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Span Load Table
(heavy applications) |
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| Depth of Structural Screed |
Clear Span (m) |
5.5 |
6.0 |
6.5 |
7.0 |
7.5 |
50mm |
9.1 |
8.5 |
6.6 |
3.6 |
1.5 |
75mm |
7.7 |
8.0 |
8.0 |
5.2 |
2.7 |
100mm |
7.7 |
7.9 |
8.0 |
7.0 |
3.9 |
- For details of floor finish types see finishings page.
Tables give load bearing capacity in kn/m2
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Pre Stressed - 150mm deep |
Pre Stressed - 200mm deep |
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Span Load Table
(housing applications) |
Span Load Table
(housing applications) |
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| Clear Span (m) |
Reinforcement |
| Standard |
Heavy |
3.0 |
23.9 |
37.9 |
3.5 |
17.0 |
27.1 |
4.0 |
12.5 |
20.2 |
4.5 |
9.4 |
15.4 |
5.0 |
7.1 |
11.4 |
5.5 |
5.5 |
8.5 |
6.0 |
4.1 |
6.4 |
6.5 |
2.8 |
4.8 |
7.0 |
- |
3.6 |
7.5 |
- |
- |
8.0 |
- |
- |
8.5 |
- |
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| Clear Span (m) |
Reinforcement |
| Standard |
Heavy |
3.0 |
37.8 |
67.5 |
3.5 |
27.0 |
48.8 |
4.0 |
20.0 |
36.6 |
4.5 |
15.3 |
28.2 |
5.0 |
11.8 |
22.3 |
5.5 |
9.3 |
17.9 |
6.0 |
7.4 |
14.5 |
6.5 |
5.9 |
11.7 |
7.0 |
4.7 |
9.2 |
7.5 |
3.7 |
7.4 |
8.0 |
- |
5.9 |
8.5 |
- |
4.7 |
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Do's & Dont's |
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| Do |
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- Read and adhere to all job specific customer information.
- Use only specified mix when grouting/placing structural screed.
- Allow one cubic metre of grout for every 75m2 flooring.
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| Don't |
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- Leave floor ungrouted.
- Leave out any specified steel.
- Load unpropped floors.
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Slabs must be grouted before work proceeds.
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Slabs must remain propped until grout has cured and all construction loads have been removed. |
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