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|
| 800/66 Prodeck Roof Decking Load Table (0.7mm) |
|
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 |
0.7mm |
| Bottom flange in compression |
|
| Moment capacity (kNm/m) |
4.827 |
| Inertia (cm4/m) |
64.442 |
| Bottom flange in tension |
|
| Moment capacity (kNm/m) |
4.749 |
| Inertia (cm4/m) |
58.87 |
|
| Shear resistance (kN/m) |
46.338 |
| Web crushing mid (kN/m) |
11.674 |
| Web crushing end (kN/m) |
5.837 |
|
| Inertia gross section (cm4/m) |
65.367 |
|
| |
Prodeck 800/66 - 0.7mm |
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 |
12.92 |
9.89 |
7.82 |
6.33 |
5.23 |
4.40 |
3.75 |
3.23 |
2.81 |
2.47 |
2.19 |
1.95 |
1.75 |
Inertia |
17.94 |
12.02 |
8.44 |
6.15 |
4.62 |
3.56 |
2.80 |
2.24 |
1.82 |
1.50 |
1.25 |
1.05 |
0.90 |
Reaction |
5.56 |
4.86 |
4.32 |
3.89 |
3.54 |
3.24 |
2.99 |
2.78 |
2.59 |
2.43 |
2.29 |
2.16 |
2.05 |
Limiting |
5.56 |
4.86 |
4.32 |
3.89 |
3.54 |
3.24 |
2.80 |
2.24 |
1.82 |
1.50 |
1.25 |
1.05 |
0.90 |
|
| Double |
Moment |
13.13 |
10.06 |
7.95 |
6.44 |
5.32 |
4.47 |
3.81 |
3.28 |
2.86 |
2.51 |
2.23 |
1.99 |
1.78 |
Inertia |
29.90 |
20.03 |
14.07 |
10.25 |
7.70 |
5.93 |
4.67 |
3.74 |
3.04 |
2.50 |
2.09 |
1.76 |
1.49 |
Reaction |
4.45 |
3.89 |
3.46 |
3.11 |
2.83 |
2.59 |
2.39 |
2.22 |
2.08 |
1.95 |
1.83 |
1.73 |
1.64 |
Interaction |
4.15 |
3.51 |
3.01 |
2.62 |
2.31 |
2.05 |
1.84 |
1.66 |
1.50 |
1.37 |
1.26 |
1.16 |
1.07 |
Limiting |
4.15 |
3.51 |
3.01 |
2.62 |
2.31 |
2.05 |
1.84 |
1.66 |
1.50 |
1.37 |
1.26 |
1.16 |
1.07 |
|
| Multiple |
Moment |
16.42 |
12.57 |
9.93 |
8.05 |
6.65 |
5.59 |
4.76 |
4.10 |
3.58 |
3.14 |
2.78 |
2.48 |
2.23 |
Inertia |
29.90 |
20.03 |
14.07 |
10.25 |
7.70 |
5.93 |
4.67 |
3.74 |
3.04 |
2.50 |
2.09 |
1.76 |
1.49 |
Reaction |
5.05 |
4.42 |
3.93 |
3.54 |
3.22 |
2.95 |
2.72 |
2.53 |
2.36 |
2.21 |
2.08 |
1.97 |
1.86 |
Interaction |
4.83 |
4.09 |
3.52 |
3.07 |
2.71 |
2.41 |
2.16 |
1.96 |
1.78 |
1.62 |
1.49 |
1.37 |
1.27 |
Limiting |
4.83 |
4.09 |
3.52 |
3.07 |
2.71 |
2.41 |
2.16 |
1.96 |
1.78 |
1.62 |
1.49 |
1.37 |
1.27 |
| |
Prodeck 800/66 - 0.7mm |
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 |
13.13 |
10.06 |
7.95 |
6.44 |
5.32 |
4.47 |
3.81 |
3.28 |
2.86 |
2.51 |
2.23 |
1.99 |
1.78 |
Inertia |
19.03 |
12.75 |
8.95 |
6.53 |
4.90 |
3.78 |
2.97 |
2.38 |
1.93 |
1.59 |
1.33 |
1.12 |
0.95 |
Reaction |
5.56 |
4.86 |
4.32 |
3.89 |
3.54 |
3.24 |
2.99 |
2.78 |
2.59 |
2.43 |
2.29 |
2.16 |
2.05 |
Limiting |
5.56 |
4.86 |
4.32 |
3.89 |
3.54 |
3.24 |
2.97 |
2.38 |
1.93 |
1.59 |
1.33 |
1.12 |
0.95 |
|
| Double |
Moment |
12.92 |
9.89 |
7.82 |
6.33 |
5.23 |
4.40 |
3.75 |
3.23 |
2.81 |
2.47 |
2.19 |
1.95 |
1.75 |
Inertia |
31.71 |
21.25 |
14.92 |
10.88 |
8.17 |
6.30 |
4.95 |
3.96 |
3.22 |
2.66 |
2.21 |
1.87 |
1.59 |
Reaction |
4.45 |
3.89 |
3.46 |
3.11 |
2.83 |
2.59 |
2.39 |
2.22 |
2.08 |
1.95 |
1.83 |
1.73 |
1.64 |
Interaction |
4.14 |
3.49 |
3.00 |
2.61 |
2.30 |
2.04 |
1.83 |
1.65 |
1.49 |
1.36 |
1.25 |
1.15 |
1.06 |
Limiting |
4.14 |
3.49 |
3.00 |
2.61 |
2.30 |
2.04 |
1.83 |
1.65 |
1.49 |
1.36 |
1.25 |
1.15 |
1.06 |
|
| Multiple |
Moment |
16.15 |
12.37 |
9.77 |
7.92 |
6.54 |
5.50 |
4.68 |
4.04 |
3.52 |
3.09 |
2.74 |
2.44 |
2.19 |
Inertia |
31.71 |
21.25 |
14.92 |
10.88 |
8.17 |
6.30 |
4.95 |
3.96 |
3.22 |
2.66 |
2.21 |
1.87 |
1.59 |
Reaction |
5.05 |
4.42 |
3.93 |
3.54 |
3.22 |
2.95 |
2.72 |
2.53 |
2.36 |
2.21 |
2.08 |
1.97 |
1.86 |
Interaction |
4.81 |
4.07 |
3.50 |
3.06 |
2.70 |
2.40 |
2.15 |
1.94 |
1.76 |
1.61 |
1.48 |
1.36 |
1.26 |
Limiting |
4.81 |
4.07 |
3.50 |
3.06 |
2.70 |
2.40 |
2.15 |
1.94 |
1.76 |
1.61 |
1.48 |
1.36 |
1.26 |
| |
 |
'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. |
