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Allowable Load Tables
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0,8 Thick
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Composite Bond-Dek Slab
(0,8 Thick)
Nominal uniformly distributed superimposed load (Ln) in kN/mē for
simply supported conditions 25 MPa concrete |
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Depth of slab (mm) |
Nominal dead load of slab (Dn)(kN/mē) |
2,00 |
2,25 |
2,50 |
2,75 |
3,00 |
3,25 |
3,50 |
3,75 |
4,00 |
4,25 |
4,50 |
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140 |
2,52 |
10,00 |
8,72 |
7,80 |
6,84 |
6,10 |
5,37 |
4,80 |
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150 |
2,75 |
10,00 |
9,61 |
8,60 |
7,53 |
6,70 |
5,93 |
5,30 |
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160 |
2,99 |
10,00 |
10,00 |
9,39 |
8,21 |
7,29 |
6,46 |
5,79 |
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170 |
3,22 |
10,00 |
10,00 |
10,00 |
8,79 |
7,89 |
7,01 |
6,29 |
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180 |
3,46 |
10,00 |
10,00 |
10,00 |
9,43 |
8,48 |
7,54 |
6,78 |
6,13 |
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190 |
3,69 |
10,00 |
10,00 |
10,00 |
10,00 |
9,17 |
8,11 |
7,27 |
6,50 |
5,87 |
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200 |
3,93 |
10,00 |
10,00 |
10,00 |
10,00 |
10,00 |
8,49 |
7,76 |
6,94 |
6,26 |
5,66 |
5,16 |
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210 |
4,17 |
10,00 |
10,00 |
10,00 |
10,00 |
10,00 |
9,03 |
8,24 |
7,36 |
6,64 |
5,99 |
5,44 |
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220 |
4,40 |
10,00 |
10,00 |
10,00 |
10,00 |
10,00 |
9,58 |
8,74 |
7,86 |
7,14 |
6,42 |
5,84 |
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230 |
4,64 |
10,00 |
10,00 |
10,00 |
10,00 |
10,00 |
10,00 |
9,23 |
8,28 |
7,53 |
6,75 |
6,13 |
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240 |
4,87 |
10,00 |
10,00 |
10,00 |
10,00 |
10,00 |
10,00 |
10,00 |
8,74 |
7,93 |
7,11 |
6,42 |
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250 |
5,11 |
10,00 |
10,00 |
10,00 |
10,00 |
10,00 |
10,00 |
10,00 |
9,14 |
8,32 |
7,51 |
6,82 |
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Indicates maximum modified
span/20. |
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Spans to the right of highlight
(including highlighted areas) require propping during
construction. |
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0,8 Thick Bond-Dek decking spans during
construction (unpropped)
Allowing for a construction load of 1,5 kN/mē plus wet concrete |
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Slab depth (mm) |
140 |
150 |
160 |
170 |
180 |
190 |
200 |
210 |
220 |
230 |
240 |
250 |
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Unpropped span (m) |
2,7 |
2,6 |
2,6 |
2,5 |
2,4 |
2,4 |
2,3 |
2,3 |
2,2 |
2,2 |
2,1 |
2,1 |
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