|
kN.m per 1.0m width of slab
|
Total slab depth mm
|
150
|
200
|
210
|
220
|
230
|
240
|
250
|
|
Structural topping
|
0
|
50
|
60
|
70
|
80
|
90
|
100
|
|
Slab type
|
|
|
|
|
|
|
|
|
C
|
13.73
|
19.20
|
20.32
|
21.44
|
22.56
|
23.68
|
24.79
|
|
D
|
16.40
|
22.93
|
24.28
|
25.61
|
26.94
|
28.30
|
29.64
|
|
E
|
21.64
|
30.29
|
32.07
|
33.78
|
35.64
|
37.43
|
39.22
|
|
H
|
34.88
|
49.12
|
52.14
|
55.16
|
58.17
|
61.19
|
64.21
|
|
H3/X/Z
|
50.43
|
71.16
|
75.69
|
80.21
|
84.74
|
89.27
|
93.78
|
|
Total Weight
kN/m2
|
2.42
|
3.62
|
3.86
|
4.10
|
4.34
|
4.58
|
4.82
|
Note: Although slabs to a maximum of 8 200mm can be supplied, please note that the maximum clear span should not exceed 6.8m for deflection purposes.
Propped Slab
Conduit laid on top of the slab
Mesh in screed / topping
|