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|
| 800/66 Prodeck Roof Decking Load Table (0.75mm) |
|
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 |
0.75mm |
| Bottom flange in compression |
|
| Moment capacity (kNm/m) |
5.24 |
| Inertia (cm4/m) |
69.741 |
| Bottom flange in tension |
|
| Moment capacity (kNm/m) |
5.151 |
| Inertia (cm4/m) |
64.734 |
|
| Shear resistance (kN/m) |
53.625 |
| Web crushing mid (kN/m) |
13.411 |
| Web crushing end (kN/m) |
6.706 |
|
| Inertia gross section (cm4/m) |
70.319 |
|
|
Prodeck 800/66 - 0.75mm |
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 |
14.02 |
10.73 |
8.48 |
6.87 |
5.68 |
4.77 |
4.06 |
3.50 |
3.05 |
2.68 |
2.38 |
2.12 |
1.90 |
Inertia |
19.57 |
13.11 |
9.21 |
6.71 |
5.04 |
3.88 |
3.06 |
2.45 |
1.99 |
1.64 |
1.37 |
1.15 |
0.98 |
Reaction |
6.39 |
5.59 |
4.97 |
4.47 |
4.06 |
3.73 |
3.44 |
3.19 |
2.98 |
2.79 |
2.63 |
2.48 |
2.35 |
Limiting |
6.39 |
5.59 |
4.97 |
4.47 |
4.06 |
3.73 |
3.06 |
2.45 |
1.99 |
1.64 |
1.37 |
1.15 |
0.98 |
|
| Double |
Moment |
14.26 |
10.92 |
8.63 |
6.99 |
5.77 |
4.85 |
4.13 |
3.56 |
3.11 |
2.73 |
2.42 |
2.16 |
1.94 |
Inertia |
32.62 |
21.85 |
15.35 |
11.19 |
8.41 |
6.47 |
5.09 |
4.08 |
3.31 |
2.73 |
2.28 |
1.92 |
1.63 |
Reaction |
5.11 |
4.47 |
3.97 |
3.58 |
3.25 |
2.98 |
2.75 |
2.55 |
2.38 |
2.24 |
2.10 |
1.99 |
1.88 |
Interaction |
4.70 |
3.96 |
3.40 |
2.96 |
2.60 |
2.31 |
2.06 |
1.86 |
1.69 |
1.54 |
1.41 |
1.29 |
1.19 |
Limiting |
4.70 |
3.96 |
3.40 |
2.96 |
2.60 |
2.31 |
2.06 |
1.86 |
1.69 |
1.54 |
1.41 |
1.29 |
1.19 |
|
Multiple |
Moment |
17.82 |
13.65 |
10.78 |
8.73 |
7.22 |
6.06 |
5.17 |
4.46 |
3.88 |
3.41 |
3.02 |
2.70 |
2.42 |
Inertia |
32.62 |
21.85 |
15.35 |
11.19 |
8.41 |
6.47 |
5.09 |
4.08 |
3.31 |
2.73 |
2.28 |
1.92 |
1.63 |
Reaction |
5.81 |
5.08 |
4.52 |
4.06 |
3.69 |
3.39 |
3.13 |
2.90 |
2.71 |
2.54 |
2.39 |
2.26 |
2.14 |
Interaction |
5.47 |
4.63 |
3.98 |
3.47 |
3.05 |
2.72 |
2.43 |
2.20 |
1.99 |
1.82 |
1.67 |
1.54 |
1.42 |
Limiting |
5.47 |
4.63 |
3.98 |
3.47 |
3.05 |
2.72 |
2.43 |
2.20 |
1.99 |
1.82 |
1.67 |
|
1.42 |
| |
Prodeck 800/66 - 0.75mm |
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 |
14.26 |
10.92 |
8.63 |
6.99 |
5.77 |
4.85 |
4.13 |
3.56 |
3.11 |
2.73 |
2.42 |
2.16 |
1.94 |
Inertia |
20.55 |
13.77 |
9.67 |
7.05 |
5.30 |
4.08 |
3.21 |
2.57 |
2.09 |
1.72 |
1.43 |
1.21 |
1.03 |
Reaction |
6.39 |
5.59 |
4.97 |
4.47 |
4.06 |
3.73 |
3.44 |
3.19 |
2.98 |
2.79 |
2.63 |
2.48 |
2.35 |
Limiting |
6.39 |
5.59 |
4.97 |
4.47 |
4.06 |
3.73 |
3.21 |
2.57 |
2.09 |
1.72 |
1.43 |
1.21 |
1.03 |
|
| Double |
Moment |
14.02 |
10.73 |
8.48 |
6.87 |
5.68 |
4.77 |
4.06 |
3.50 |
3.05 |
2.68 |
2.38 |
2.12 |
1.90 |
Inertia |
34.25 |
22.95 |
16.12 |
11.75 |
8.83 |
6.80 |
5.35 |
4.28 |
3.48 |
2.87 |
2.39 |
2.01 |
1.71 |
Reaction |
5.11 |
4.47 |
3.97 |
3.58 |
3.25 |
2.98 |
2.75 |
2.55 |
2.38 |
2.24 |
2.10 |
1.99 |
1.88 |
Interaction |
4.68 |
3.94 |
3.38 |
2.94 |
2.58 |
2.29 |
2.05 |
1.85 |
1.67 |
1.52 |
1.39 |
1.28 |
1.18 |
Limiting |
4.68 |
3.94 |
3.38 |
2.94 |
2.58 |
2.29 |
2.05 |
1.85 |
1.67 |
1.52 |
1.39 |
1.28 |
1.18 |
|
| Multiple |
Moment |
17.52 |
13.41 |
10.60 |
8.59 |
7.10 |
5.96 |
5.08 |
4.38 |
3.82 |
3.35 |
2.97 |
2.65 |
2.38 |
Inertia |
34.25 |
22.95 |
16.12 |
11.75 |
8.83 |
6.80 |
5.35 |
4.28 |
3.48 |
2.87 |
2.39 |
2.01 |
1.71 |
Reaction |
5.81 |
5.08 |
4.52 |
4.06 |
3.69 |
3.39 |
3.13 |
2.90 |
2.71 |
2.54 |
2.39 |
2.26 |
2.14 |
Interaction |
5.45 |
4.61 |
3.96 |
3.45 |
3.04 |
2.70 |
2.42 |
2.18 |
1.98 |
1.81 |
1.66 |
1.52 |
1.41 |
Limiting |
5.45 |
4.61 |
3.96 |
3.45 |
3.04 |
2.70 |
2.42 |
2.18 |
1.98 |
1.81 |
1.66 |
1.52 |
1.41 |
| |
 |
'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. |
