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|
| 800/66 Prodeck Roof Decking Load Table (0.9mm) |
|
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 |
0.9mm |
| Bottom flange in compression |
|
| Moment capacity (kNm/m) |
6.428 |
| Inertia (cm4/m) |
85.177 |
| Bottom flange in tension |
|
| Moment capacity (kNm/m) |
6.361 |
| Inertia (cm4/m) |
82.687 |
|
| Shear resistance (kN/m) |
78.678 |
| Web crushing mid (kN/m) |
19.284 |
| Web crushing end (kN/m) |
9.642 |
|
| Inertia gross section (cm4/m) |
85.177 |
|
|
Prodeck 800/66 - 0.9mm |
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 |
17.31 |
13.25 |
10.47 |
8.48 |
7.01 |
5.89 |
5.02 |
4.33 |
3.77 |
3.31 |
2.93 |
2.62 |
2.35 |
Inertia |
24.54 |
16.44 |
11.55 |
8.42 |
6.32 |
4.87 |
3.83 |
3.07 |
2.49 |
2.06 |
1.71 |
1.44 |
1.23 |
Reaction |
9.18 |
8.04 |
7.14 |
6.43 |
5.84 |
5.36 |
4.94 |
4.59 |
4.29 |
4.02 |
3.78 |
3.57 |
3.38 |
Limiting |
9.18 |
8.04 |
7.14 |
6.43 |
5.84 |
4.87 |
3.83 |
3.07 |
2.49 |
2.06 |
1.71 |
1.44 |
1.23 |
|
| Double |
Moment |
17.49 |
13.39 |
10.58 |
8.57 |
7.08 |
5.95 |
5.07 |
4.37 |
3.81 |
3.35 |
2.97 |
2.65 |
2.37 |
Inertia |
40.91 |
27.40 |
19.25 |
14.03 |
10.54 |
8.12 |
6.39 |
5.11 |
4.16 |
3.43 |
2.86 |
2.41 |
2.05 |
Reaction |
7.35 |
6.43 |
5.71 |
5.14 |
4.67 |
4.29 |
3.96 |
3.67 |
3.43 |
3.21 |
3.02 |
2.86 |
2.71 |
Interaction |
6.47 |
5.43 |
4.64 |
4.02 |
3.52 |
3.11 |
2.78 |
2.50 |
2.26 |
2.05 |
1.87 |
1.72 |
1.58 |
Limiting |
6.47 |
5.43 |
4.64 |
4.02 |
3.52 |
3.11 |
2.78 |
2.50 |
2.26 |
2.05 |
1.87 |
1.72 |
1.58 |
|
Multiple |
Moment |
21.86 |
16.74 |
13.23 |
10.71 |
8.85 |
7.44 |
6.34 |
5.47 |
4.76 |
4.18 |
3.71 |
3.31 |
2.97 |
Inertia |
40.91 |
27.40 |
19.25 |
14.03 |
10.54 |
8.12 |
6.39 |
5.11 |
4.16 |
3.43 |
2.86 |
2.41 |
2.05 |
Reaction |
8.35 |
7.30 |
6.49 |
5.84 |
5.31 |
4.87 |
4.50 |
4.17 |
3.90 |
3.65 |
3.44 |
3.25 |
3.08 |
Interaction |
7.55 |
6.36 |
5.44 |
4.73 |
4.15 |
3.68 |
3.29 |
2.96 |
2.68 |
2.44 |
2.23 |
2.05 |
1.89 |
Limiting |
7.55 |
6.36 |
5.44 |
4.73 |
4.15 |
3.68 |
3.29 |
2.96 |
2.68 |
2.44 |
2.23 |
2.05 |
1.89 |
| |
Prodeck 800/66 - 0.9mm |
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 |
17.49 |
13.39 |
10.58 |
8.57 |
7.08 |
5.95 |
5.07 |
4.37 |
3.81 |
3.35 |
2.97 |
2.65 |
2.37 |
Inertia |
25.03 |
16.77 |
11.78 |
8.59 |
6.45 |
4.97 |
3.91 |
3.13 |
2.54 |
2.10 |
1.75 |
1.47 |
1.25 |
Reaction |
9.18 |
8.04 |
7.14 |
6.43 |
5.84 |
5.36 |
4.94 |
4.59 |
4.29 |
4.02 |
3.78 |
3.57 |
3.38 |
Limiting |
9.18 |
8.04 |
7.14 |
6.43 |
5.84 |
4.97 |
3.91 |
3.13 |
2.54 |
2.10 |
1.75 |
1.47 |
1.25 |
|
| Double |
Moment |
17.31 |
13.25 |
10.47 |
8.48 |
7.01 |
5.89 |
5.02 |
4.33 |
3.77 |
3.31 |
2.93 |
2.62 |
2.35 |
Inertia |
41.72 |
27.95 |
19.63 |
14.31 |
10.75 |
8.28 |
6.51 |
5.21 |
4.24 |
3.49 |
2.91 |
2.45 |
2.09 |
Reaction |
7.35 |
6.43 |
5.71 |
5.14 |
4.67 |
4.29 |
3.96 |
3.67 |
3.43 |
3.21 |
3.02 |
2.86 |
2.71 |
Interaction |
6.45 |
5.41 |
4.62 |
4.00 |
3.51 |
3.10 |
2.77 |
2.48 |
2.24 |
2.04 |
1.86 |
1.71 |
1.57 |
Limiting |
6.45 |
5.41 |
4.62 |
4.00 |
3.51 |
3.10 |
2.77 |
2.48 |
2.24 |
2.04 |
1.86 |
1.71 |
1.57 |
|
| Multiple |
Moment |
21.64 |
16.57 |
13.09 |
10.60 |
8.76 |
7.36 |
6.27 |
5.41 |
4.71 |
4.14 |
3.67 |
3.27 |
2.94 |
Inertia |
41.72 |
27.95 |
19.63 |
14.31 |
10.75 |
8.28 |
6.51 |
5.21 |
4.24 |
3.49 |
2.91 |
2.45 |
2.09 |
Reaction |
8.35 |
7.30 |
6.49 |
5.84 |
5.31 |
4.87 |
4.50 |
4.17 |
3.90 |
3.65 |
3.44 |
3.25 |
3.08 |
Interaction |
7.53 |
6.34 |
5.42 |
4.71 |
4.13 |
3.66 |
3.27 |
2.94 |
2.67 |
2.43 |
2.22 |
2.04 |
1.88 |
Limiting |
7.53 |
6.34 |
5.42 |
4.71 |
4.13 |
3.66 |
3.27 |
2.94 |
2.67 |
2.43 |
2.22 |
2.04 |
1.88 |
| |
 |
'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. |
