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|
| 800/66 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) |
8.67 |
| Inertia (cm4/m) |
114.89 |
| Bottom flange in tension |
|
| Moment capacity (kNm/m) |
8.67 |
| Inertia (cm4/m) |
114.89 |
|
| Shear resistance (kN/m) |
135.81 |
| Web crushing mid (kN/m) |
33.939 |
| Web crushing end (kN/m) |
16.97 |
|
| Inertia gross section (cm4/m) |
114.89 |
|
|
Prodeck 800/66 - 1.2mm |
Span/Load Table - GRAVITY - Working load UDL (kN/m2) |
| GRAVITY |
Span in Metres |
Span
Type |
Design
Case |
1.4 |
1.6 |
1.8 |
2.0 |
2.2 |
2.4 |
2.6 |
2.8 |
3.0 |
3.2 |
3.4 |
3.6 |
3.8 |
|
| Single |
Moment |
23.59 |
18.06 |
14.27 |
11.56 |
9.55 |
8.03 |
6.84 |
5.90 |
5.14 |
4.52 |
4.00 |
3.57 |
3.20 |
Inertia |
33.76 |
22.62 |
15.89 |
11.58 |
8.70 |
6.70 |
5.27 |
4.22 |
3.43 |
2.83 |
2.36 |
1.99 |
1.69 |
Reaction |
16.16 |
14.14 |
12.57 |
11.31 |
10.28 |
9.43 |
8.70 |
8.08 |
7.54 |
7.07 |
6.65 |
6.29 |
5.95 |
Limiting |
16.16 |
14.14 |
12.57 |
11.31 |
8.70 |
6.70 |
5.27 |
4.22 |
3.43 |
2.83 |
2.36 |
1.99 |
1.69 |
|
| Double |
Moment |
23.59 |
18.06 |
14.27 |
11.56 |
9.55 |
8.03 |
6.84 |
5.90 |
5.14 |
4.52 |
4.00 |
3.57 |
3.20 |
Inertia |
56.27 |
37.70 |
26.48 |
19.30 |
14.50 |
11.17 |
8.79 |
7.03 |
5.72 |
4.71 |
3.93 |
3.31 |
2.81 |
Reaction |
12.93 |
11.31 |
10.06 |
9.05 |
8.23 |
7.54 |
6.96 |
6.46 |
6.03 |
5.66 |
5.32 |
5.03 |
4.76 |
Interaction |
10.44 |
8.70 |
7.37 |
6.35 |
5.53 |
4.86 |
4.31 |
3.86 |
3.47 |
3.14 |
2.85 |
2.61 |
2.39 |
Limiting |
10.44 |
8.70 |
7.37 |
6.35 |
5.53 |
4.86 |
4.31 |
3.86 |
3.47 |
3.14 |
2.85 |
2.61 |
2.39 |
|
Multiple |
Moment |
29.49 |
22.58 |
17.84 |
14.45 |
11.94 |
10.03 |
8.55 |
7.37 |
6.42 |
5.64 |
5.00 |
4.46 |
4.00 |
Inertia |
56.27 |
37.70 |
26.48 |
19.30 |
14.50 |
11.17 |
8.79 |
7.03 |
5.72 |
4.71 |
3.93 |
3.31 |
2.81 |
Reaction |
14.69 |
12.86 |
11.43 |
10.28 |
9.35 |
8.57 |
7.91 |
7.35 |
6.86 |
6.43 |
6.05 |
5.71 |
5.41 |
Interaction |
12.26 |
10.24 |
8.71 |
7.51 |
6.56 |
5.78 |
5.14 |
4.60 |
4.15 |
3.76 |
3.42 |
3.13 |
2.88 |
Limiting |
12.26 |
10.24 |
8.71 |
7.51 |
6.56 |
5.78 |
5.14 |
4.60 |
4.15 |
3.76 |
3.42 |
3.13 |
2.81 |
| |
Prodeck 800/66 - 1.2mm |
Span/Load Table - UPLIFT - Working load UDL (kN/m2) |
| UPLIFT |
Span in Metres |
Span
Type |
Design
Case |
1.4 |
1.6 |
1.8 |
2.0 |
2.2 |
2.4 |
2.6 |
2.8 |
3.0 |
3.2 |
3.4 |
3.6 |
3.8 |
|
| Single |
Moment |
23.59 |
18.06 |
14.27 |
11.56 |
9.55 |
8.03 |
6.84 |
5.90 |
5.14 |
4.52 |
4.00 |
3.57 |
3.20 |
Inertia |
33.76 |
22.62 |
15.89 |
11.58 |
8.70 |
6.70 |
5.27 |
4.22 |
3.43 |
2.83 |
2.36 |
1.99 |
1.69 |
Reaction |
16.16 |
14.14 |
12.57 |
11.31 |
10.28 |
9.43 |
8.70 |
8.08 |
7.54 |
7.07 |
6.65 |
6.29 |
5.95 |
Limiting |
16.16 |
14.14 |
12.57 |
11.31 |
8.70 |
6.70 |
5.27 |
4.22 |
3.43 |
2.83 |
2.36 |
1.99 |
1.69 |
|
| Double |
Moment |
23.59 |
18.06 |
14.27 |
11.56 |
9.55 |
8.03 |
6.84 |
5.90 |
5.14 |
4.52 |
4.00 |
3.57 |
3.20 |
Inertia |
56.27 |
37.70 |
26.48 |
19.30 |
14.50 |
11.17 |
8.79 |
7.03 |
5.72 |
4.71 |
3.93 |
3.31 |
2.81 |
Reaction |
12.93 |
11.31 |
10.06 |
9.05 |
8.23 |
7.54 |
6.96 |
6.46 |
6.03 |
5.66 |
5.32 |
5.03 |
4.76 |
Interaction |
10.44 |
8.70 |
7.37 |
6.35 |
5.53 |
4.86 |
4.31 |
3.86 |
3.47 |
3.14 |
2.85 |
2.61 |
2.39 |
Limiting |
10.44 |
8.70 |
7.37 |
6.35 |
5.53 |
4.86 |
4.31 |
3.86 |
3.47 |
3.14 |
2.85 |
2.61 |
2.39 |
|
| Multiple |
Moment |
29.49 |
22.58 |
17.84 |
14.45 |
11.94 |
10.03 |
8.55 |
7.37 |
6.42 |
5.64 |
5.00 |
4.46 |
4.00 |
Inertia |
56.27 |
37.70 |
26.48 |
19.30 |
14.50 |
11.17 |
8.79 |
7.03 |
5.72 |
4.71 |
3.93 |
3.31 |
2.81 |
Reaction |
14.69 |
12.86 |
11.43 |
10.28 |
9.35 |
8.57 |
7.91 |
7.35 |
6.86 |
6.43 |
6.05 |
5.71 |
5.41 |
Interaction |
12.26 |
10.24 |
8.71 |
7.51 |
6.56 |
5.78 |
5.14 |
4.60 |
4.15 |
3.76 |
3.42 |
3.13 |
2.88 |
Limiting |
12.26 |
10.24 |
8.71 |
7.51 |
6.56 |
5.78 |
5.14 |
4.60 |
4.15 |
3.76 |
3.42 |
3.13 |
2.81 |
| |
 |
'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. |
