 |
|
| 1000/32 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) |
1.537 |
| Inertia (cm4/m) |
12.313 |
| Bottom flange in tension |
|
| Moment capacity (kNm/m) |
1.657 |
| Inertia (cm4/m) |
12.16 |
|
| Shear resistance (kN/m) |
44.776 |
| Web crushing mid (kN/m) |
12.672 |
| Web crushing end (kN/m) |
6.336 |
|
|
| Inertia gross section (cm4/m) |
13.27 |
|
|
Prodeck 1000/32 - 0.75mm |
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 |
8.84 |
7.30 |
6.14 |
5.23 |
4.51 |
3.93 |
3.45 |
3.06 |
2.73 |
2.45 |
2.21 |
2.00 |
1.83 |
Inertia |
10.10 |
7.59 |
5.85 |
4.60 |
3.68 |
2.99 |
2.47 |
2.06 |
1.73 |
1.47 |
1.26 |
1.09 |
0.95 |
Reaction |
8.45 |
7.68 |
7.04 |
6.50 |
6.03 |
5.63 |
5.28 |
4.97 |
4.69 |
4.45 |
4.22 |
4.02 |
3.84 |
Limiting |
8.45 |
7.30 |
5.85 |
4.60 |
3.68 |
2.99 |
2.47 |
2.06 |
1.73 |
1.47 |
1.26 |
1.09 |
0.95 |
|
| Double |
Moment |
8.20 |
6.77 |
5.69 |
4.85 |
4.18 |
3.64 |
3.20 |
2.84 |
2.53 |
2.27 |
2.05 |
1.86 |
1.69 |
Inertia |
16.84 |
12.65 |
9.75 |
7.67 |
6.14 |
4.99 |
4.11 |
3.43 |
2.89 |
2.46 |
2.11 |
1.82 |
1.58 |
Reaction |
6.76 |
6.14 |
5.63 |
5.20 |
4.83 |
4.51 |
4.22 |
3.98 |
3.75 |
3.56 |
3.38 |
3.22 |
3.07 |
Interaction |
4.63 |
4.03 |
3.54 |
3.14 |
2.80 |
2.52 |
2.28 |
2.07 |
1.89 |
1.73 |
1.59 |
1.47 |
1.36 |
Limiting |
4.63 |
4.03 |
3.54 |
3.14 |
2.80 |
2.52 |
2.28 |
2.07 |
1.89 |
1.73 |
1.59 |
1.47 |
1.36 |
|
Multiple |
Moment |
10.25 |
8.47 |
7.12 |
6.06 |
5.23 |
4.55 |
4.00 |
3.55 |
3.16 |
2.84 |
2.56 |
2.32 |
2.12 |
Inertia |
16.84 |
12.65 |
9.75 |
7.67 |
6.14 |
4.99 |
4.11 |
3.43 |
2.89 |
2.46 |
2.11 |
1.82 |
1.58 |
Reaction |
7.68 |
6.98 |
6.40 |
5.91 |
5.49 |
5.12 |
4.80 |
4.52 |
4.27 |
4.04 |
3.84 |
3.66 |
3.49 |
Interaction |
5.49 |
4.78 |
4.21 |
3.74 |
3.35 |
3.01 |
2.73 |
2.48 |
2.27 |
2.08 |
1.92 |
1.78 |
1.65 |
Limiting |
5.49 |
4.78 |
4.21 |
3.74 |
3.35 |
3.01 |
2.73 |
2.48 |
2.27 |
2.08 |
1.92 |
1.78 |
1.58 |
| |
Prodeck 1000/32 - 0.75mm |
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 |
8.20 |
6.77 |
5.69 |
4.85 |
4.18 |
3.64 |
3.20 |
2.84 |
2.53 |
2.27 |
2.05 |
1.86 |
1.69 |
Inertia |
10.19 |
7.65 |
5.89 |
4.64 |
3.71 |
3.02 |
2.49 |
2.07 |
1.75 |
1.49 |
1.27 |
1.10 |
0.96 |
Reaction |
8.45 |
7.68 |
7.04 |
6.50 |
6.03 |
5.63 |
5.28 |
4.97 |
4.69 |
4.45 |
4.22 |
4.02 |
3.84 |
Limiting |
8.20 |
6.77 |
5.69 |
4.64 |
3.71 |
3.02 |
2.49 |
2.07 |
1.75 |
1.49 |
1.27 |
1.10 |
0.96 |
|
| Double |
Moment |
8.84 |
7.30 |
6.14 |
5.23 |
4.51 |
3.93 |
3.45 |
3.06 |
2.73 |
2.45 |
2.21 |
2.00 |
1.83 |
Inertia |
16.98 |
12.76 |
9.82 |
7.73 |
6.19 |
5.03 |
4.14 |
3.46 |
2.91 |
2.48 |
2.12 |
1.83 |
1.59 |
Reaction |
6.76 |
6.14 |
5.63 |
5.20 |
4.83 |
4.51 |
4.22 |
3.98 |
3.75 |
3.56 |
3.38 |
3.22 |
3.07 |
Interaction |
4.79 |
4.17 |
3.67 |
3.26 |
2.91 |
2.62 |
2.37 |
2.16 |
1.97 |
1.81 |
1.67 |
1.54 |
1.43 |
Limiting |
4.79 |
4.17 |
3.67 |
3.26 |
2.91 |
2.62 |
2.37 |
2.16 |
1.97 |
1.81 |
1.67 |
1.54 |
1.43 |
|
| Multiple |
Moment |
11.05 |
9.13 |
7.67 |
6.54 |
5.64 |
4.91 |
4.32 |
3.82 |
3.41 |
3.06 |
2.76 |
2.50 |
2.28 |
Inertia |
16.98 |
12.76 |
9.82 |
7.73 |
6.19 |
5.03 |
4.14 |
3.46 |
2.91 |
2.48 |
2.12 |
1.83 |
1.59 |
Reaction |
7.68 |
6.98 |
6.40 |
5.91 |
5.49 |
5.12 |
4.80 |
4.52 |
4.27 |
4.04 |
3.84 |
3.66 |
3.49 |
Interaction |
5.66 |
4.95 |
4.36 |
3.88 |
3.47 |
3.13 |
2.84 |
2.59 |
2.37 |
2.18 |
2.01 |
1.86 |
1.73 |
Limiting |
5.66 |
4.95 |
4.36 |
3.88 |
3.47 |
3.13 |
2.84 |
2.59 |
2.37 |
2.18 |
2.01 |
1.83 |
1.59 |
| |
 |
'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. |
