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| Roofing Cladding Normal Profile Load Tables Proliner 1000/32 (0.7mm - 280) |
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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) |
1.532 |
| Inertia (cm4/m) |
11.08 |
| Bottom flange in tension |
|
| Moment capacity (kNm/m) |
1.395 |
| Inertia (cm4/m) |
11.24 |
|
|
| Shear resistance (kN/m) |
41.62 |
| Web crushing mid (kN/m) |
11.03 |
| Web crushing end (kN/m) |
5.515 |
|
|
| Inertia gross section (cm4/m) |
12.34 |
|
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Proliner 1000/32 - 0.7mm 280 |
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 |
7.44 |
6.15 |
5.17 |
4.40 |
3.80 |
3.31 |
2.91 |
2.57 |
2.30 |
2.06 |
1.86 |
1.69 |
1.54 |
Inertia |
9.36 |
7.03 |
5.42 |
4.26 |
3.41 |
2.77 |
2.28 |
1.90 |
1.60 |
1.36 |
1.17 |
1.01 |
0.88 |
Reaction |
7.35 |
6.68 |
6.13 |
5.66 |
5.25 |
4.90 |
4.60 |
4.33 |
4.09 |
3.87 |
3.68 |
3.50 |
3.34 |
Limiting |
7.35 |
6.15 |
5.17 |
4.26 |
3.41 |
2.77 |
2.28 |
1.90 |
1.60 |
1.36 |
1.17 |
1.01 |
0.88 |
|
| Double |
Moment |
8.17 |
6.75 |
5.67 |
4.83 |
4.17 |
3.63 |
3.19 |
2.83 |
2.52 |
2.26 |
2.04 |
1.85 |
1.69 |
Inertia |
15.60 |
11.72 |
9.03 |
7.10 |
5.68 |
4.62 |
3.81 |
3.17 |
2.67 |
2.27 |
1.95 |
1.68 |
1.46 |
Reaction |
5.88 |
5.35 |
4.90 |
4.53 |
4.20 |
3.92 |
3.68 |
3.46 |
3.27 |
3.10 |
2.94 |
2.80 |
2.67 |
Interaction |
4.28 |
3.73 |
3.29 |
2.92 |
2.62 |
2.36 |
2.14 |
1.94 |
1.78 |
1.63 |
1.51 |
1.39 |
1.29 |
Limiting |
4.28 |
3.73 |
3.29 |
2.92 |
2.62 |
2.36 |
2.14 |
1.94 |
1.78 |
1.63 |
1.51 |
1.39 |
1.29 |
|
Multiple |
Moment |
10.21 |
8.44 |
7.09 |
6.04 |
5.21 |
4.54 |
3.99 |
3.53 |
3.15 |
2.83 |
2.55 |
2.32 |
2.11 |
Inertia |
15.60 |
11.72 |
9.03 |
7.10 |
5.68 |
4.62 |
3.81 |
3.17 |
2.67 |
2.27 |
1.95 |
1.68 |
1.46 |
Reaction |
6.68 |
6.08 |
5.57 |
5.14 |
4.77 |
4.46 |
4.18 |
3.93 |
3.71 |
3.52 |
3.34 |
3.18 |
3.04 |
Interaction |
5.05 |
4.42 |
3.90 |
3.47 |
3.11 |
2.81 |
2.55 |
2.33 |
2.13 |
1.96 |
1.81 |
1.68 |
1.56 |
Limiting |
5.05 |
4.42 |
3.90 |
3.47 |
3.11 |
2.81 |
2.55 |
2.33 |
2.13 |
1.96 |
1.81 |
1.68 |
1.46 |
| |
Proliner 1000/32 - 0.7mm 280 |
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 |
8.17 |
6.75 |
5.67 |
4.83 |
4.17 |
3.63 |
3.19 |
2.83 |
2.52 |
2.26 |
2.04 |
1.85 |
1.69 |
Inertia |
9.27 |
6.97 |
5.37 |
4.22 |
3.38 |
2.75 |
2.26 |
1.89 |
1.59 |
1.35 |
1.16 |
1.00 |
0.87 |
Reaction |
7.35 |
6.68 |
6.13 |
5.66 |
5.25 |
4.90 |
4.60 |
4.33 |
4.09 |
3.87 |
3.68 |
3.50 |
3.34 |
Limiting |
7.35 |
6.68 |
5.37 |
4.22 |
3.38 |
2.75 |
2.26 |
1.89 |
1.59 |
1.35 |
1.16 |
1.00 |
0.87 |
|
| Double |
Moment |
7.44 |
6.15 |
5.17 |
4.40 |
3.80 |
3.31 |
2.91 |
2.57 |
2.30 |
2.06 |
1.86 |
1.69 |
1.54 |
Inertia |
15.46 |
11.61 |
8.94 |
7.04 |
5.63 |
4.58 |
3.77 |
3.15 |
2.65 |
2.25 |
1.93 |
1.67 |
1.45 |
Reaction |
5.88 |
5.35 |
4.90 |
4.53 |
4.20 |
3.92 |
3.68 |
3.46 |
3.27 |
3.10 |
2.94 |
2.80 |
2.67 |
Interaction |
4.11 |
3.58 |
3.14 |
2.79 |
2.49 |
2.24 |
2.03 |
1.85 |
1.69 |
1.55 |
1.42 |
1.32 |
1.22 |
Limiting |
4.11 |
3.58 |
3.14 |
2.79 |
2.49 |
2.24 |
2.03 |
1.85 |
1.69 |
1.55 |
1.42 |
1.32 |
1.22 |
|
| Multiple |
Moment |
9.30 |
7.69 |
6.46 |
5.50 |
4.74 |
4.13 |
3.63 |
3.22 |
2.87 |
2.58 |
2.33 |
2.11 |
1.92 |
Inertia |
15.46 |
11.61 |
8.94 |
7.04 |
5.63 |
4.58 |
3.77 |
3.15 |
2.65 |
2.25 |
1.93 |
1.67 |
1.45 |
Reaction |
6.68 |
6.08 |
5.57 |
5.14 |
4.77 |
4.46 |
4.18 |
3.93 |
3.71 |
3.52 |
3.34 |
3.18 |
3.04 |
Interaction |
4.86 |
4.24 |
3.74 |
3.32 |
2.97 |
2.68 |
2.43 |
2.21 |
2.02 |
1.86 |
1.71 |
1.59 |
1.47 |
Limiting |
4.86 |
4.24 |
3.74 |
3.32 |
2.97 |
2.68 |
2.43 |
2.21 |
2.02 |
1.86 |
1.71 |
1.59 |
1.45 |
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'SCI Assessed Quality Mark'. This mark testifies that the Steel Construction Institute (SCI) has independently verified the technical data above. |
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| 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. |
