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|
| 1000/32 Prodeck Roof Decking Load Table (1.2mm) |
|
The Span Tables below have been created in accordance with EN 1993-1-3 (Eurocode EC3) and calculated by the Steel Construction Institute (SCI). The values are based on a maximum permitted deflection of Span/200 under imposed load. |
| Load factor (working load to ultimate): |
1.5 (in accordance with Eurocode). |
| Deflection for limit of span: |
L/200 |
|
| GRAVITY parameters |
1.2mm |
| Bottom flange in compression |
|
| Moment capacity (kNm/m) |
2.771 |
| Inertia (cm4/m) |
21.688 |
| Bottom flange in tension |
|
| Moment capacity (kNm/m) |
2.771 |
| Inertia (cm4/m) |
21.688 |
|
| Shear resistance (kN/m) |
73.155 |
| Web crushing mid (kN/m) |
32.069 |
| Web crushing end (kN/m) |
16.034 |
|
| Inertia gross section (cm4/m) |
21.688 |
|
|
Prodeck 1000/32 - 1.2mm |
Span/Load Table - GRAVITY - Working load UDL (kN/m2) |
| GRAVITY |
Span in Metres |
Span
Type |
Design
Case |
1.0 |
1.1 |
1.2 |
1.3 |
1.4 |
1.5 |
1.6 |
1.7 |
1.8 |
1.9 |
2.0 |
2.1 |
2.2 |
|
| Single |
Moment |
14.78 |
12.21 |
10.26 |
8.74 |
7.54 |
6.57 |
5.77 |
5.11 |
4.56 |
4.09 |
3.69 |
3.35 |
3.05 |
Inertia |
17.49 |
13.14 |
10.12 |
7.96 |
6.37 |
5.18 |
4.27 |
3.56 |
3.00 |
2.55 |
2.19 |
1.89 |
1.64 |
Reaction |
21.38 |
19.44 |
17.82 |
16.45 |
15.27 |
14.25 |
13.36 |
12.58 |
11.88 |
11.25 |
10.69 |
10.18 |
9.72 |
Limiting |
14.78 |
12.21 |
10.12 |
7.96 |
6.37 |
5.18 |
4.27 |
3.56 |
3.00 |
2.55 |
2.19 |
1.89 |
1.64 |
|
| Double |
Moment |
14.78 |
12.21 |
10.26 |
8.74 |
7.54 |
6.57 |
5.77 |
5.11 |
4.56 |
4.09 |
3.69 |
3.35 |
3.05 |
Inertia |
29.15 |
21.90 |
16.87 |
13.27 |
10.62 |
8.64 |
7.12 |
5.93 |
5.00 |
4.25 |
3.64 |
3.15 |
2.74 |
Reaction |
17.10 |
15.55 |
14.25 |
13.16 |
12.22 |
11.40 |
10.69 |
10.06 |
9.50 |
9.00 |
8.55 |
8.14 |
7.77 |
Interaction |
9.91 |
8.55 |
7.46 |
6.57 |
5.83 |
5.21 |
4.69 |
4.24 |
3.85 |
3.52 |
3.23 |
2.97 |
2.74 |
Limiting |
9.91 |
8.55 |
7.46 |
6.57 |
5.83 |
5.21 |
4.69 |
4.24 |
3.85 |
3.52 |
3.23 |
2.97 |
2.74 |
|
Multiple |
Moment |
18.47 |
15.27 |
12.83 |
10.93 |
9.43 |
8.21 |
7.22 |
6.39 |
5.70 |
5.12 |
4.62 |
4.19 |
3.82 |
Inertia |
29.15 |
21.90 |
16.87 |
13.27 |
10.62 |
8.64 |
7.12 |
5.93 |
5.00 |
4.25 |
3.64 |
3.15 |
2.74 |
Reaction |
19.44 |
17.67 |
16.20 |
14.95 |
13.88 |
12.96 |
12.15 |
11.43 |
10.80 |
10.23 |
9.72 |
9.26 |
8.83 |
Interaction |
11.84 |
10.24 |
8.95 |
7.89 |
7.02 |
6.28 |
5.66 |
5.12 |
4.66 |
4.26 |
3.91 |
3.60 |
3.33 |
Limiting |
11.84 |
10.24 |
8.95 |
7.89 |
7.02 |
6.28 |
5.66 |
5.12 |
4.66 |
4.25 |
3.64 |
3.15 |
2.74 |
| |
Prodeck 1000/32 - 1.2mm |
Span/Load Table - UPLIFT - Working load UDL (kN/m2) |
| UPLIFT |
Span in Metres |
Span
Type |
Design
Case |
1.0 |
1.1 |
1.2 |
1.3 |
1.4 |
1.5 |
1.6 |
1.7 |
1.8 |
1.9 |
2.0 |
2.1 |
2.2 |
|
| Single |
Moment |
14.78 |
12.21 |
10.26 |
8.74 |
7.54 |
6.57 |
5.77 |
5.11 |
4.56 |
4.09 |
3.69 |
3.35 |
3.05 |
Inertia |
17.49 |
13.14 |
10.12 |
7.96 |
6.37 |
5.18 |
4.27 |
3.56 |
3.00 |
2.55 |
2.19 |
1.89 |
1.64 |
Reaction |
21.38 |
19.44 |
17.82 |
16.45 |
15.27 |
14.25 |
13.36 |
12.58 |
11.88 |
11.25 |
10.69 |
10.18 |
9.72 |
Limiting |
14.78 |
12.21 |
10.12 |
7.96 |
6.37 |
5.18 |
4.27 |
3.56 |
3.00 |
2.55 |
2.19 |
1.89 |
1.64 |
|
| Double |
Moment |
14.78 |
12.21 |
10.26 |
8.74 |
7.54 |
6.57 |
5.77 |
5.11 |
4.56 |
4.09 |
3.69 |
3.35 |
3.05 |
Inertia |
29.15 |
21.90 |
16.87 |
13.27 |
10.62 |
8.64 |
7.12 |
5.93 |
5.00 |
4.25 |
3.64 |
3.15 |
2.74 |
Reaction |
17.10 |
15.55 |
14.25 |
13.16 |
12.22 |
11.40 |
10.69 |
10.06 |
9.50 |
9.00 |
8.55 |
8.14 |
7.77 |
Interaction |
9.91 |
8.55 |
7.46 |
6.57 |
5.83 |
5.21 |
4.69 |
4.24 |
3.85 |
3.52 |
3.23 |
2.97 |
2.74 |
Limiting |
9.91 |
8.55 |
7.46 |
6.57 |
5.83 |
5.21 |
4.69 |
4.24 |
3.85 |
3.52 |
3.23 |
2.97 |
2.74 |
|
| Multiple |
Moment |
18.47 |
15.27 |
12.83 |
10.93 |
9.43 |
8.21 |
7.22 |
6.39 |
5.70 |
5.12 |
4.62 |
4.19 |
3.82 |
Inertia |
29.15 |
21.90 |
16.87 |
13.27 |
10.62 |
8.64 |
7.12 |
5.93 |
5.00 |
4.25 |
3.64 |
3.15 |
2.74 |
Reaction |
19.44 |
17.67 |
16.20 |
14.95 |
13.88 |
12.96 |
12.15 |
11.43 |
10.80 |
10.23 |
9.72 |
9.26 |
8.83 |
Interaction |
11.84 |
10.24 |
8.95 |
7.89 |
7.02 |
6.28 |
5.66 |
5.12 |
4.66 |
4.26 |
3.91 |
3.60 |
3.33 |
Limiting |
11.84 |
10.24 |
8.95 |
7.89 |
7.02 |
6.28 |
5.66 |
5.12 |
4.66 |
4.25 |
3.64 |
3.15 |
2.74 |
| |
 |
'SCI Assessed Quality Mark'. This mark testifies that the Steel Construction Institute (SCI) has independently verified the technical data above. |
| |
| Figures and Comments given here are given for guidance purposes only. While care has been taken to ensure accuracy Duggan Profiles & Steel Service Centre Ltd. and its related companies do not accept liability for errors / or omissions. Customers should satisfy themselves of the suitability of the products supplied or manufactured by Duggan Profiles & Steel Service Centre Ltd. for the use intended. |
