Proliner  
Roofing Cladding Normal Profile Load Tables Proliner 1000/32 (0.7mm)
Profile Proliner 1000/32
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) 1.168
Inertia (cm4/m) 11.011
Bottom flange in tension
Moment capacity (kNm/m) 1.086
Inertia (cm4/m) 11.061
 
Shear resistance (kN/m) 31.465
Web crushing mid (kN/m) 9.085
Web crushing end (kN/m) 4.542
 
Inertia gross section (cm4/m) 11.868
Proliner 1000/32 - 0.7mm
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
5.79 4.79 4.02 3.43 2.96 2.57 2.26 2.00 1.79 1.60 1.45 1.31 1.20
Inertia
9.14 6.86 5.29 4.16 3.33 2.71 2.23 1.86 1.57 1.33 1.14 0.99 0.86
Reaction
6.06 5.51 5.05 4.66 4.33 4.04 3.79 3.56 3.36 3.19 3.03 2.88 2.75
Limiting
5.79 4.79 4.02 3.43 2.96 2.57 2.23 1.86 1.57 1.33 1.14 0.99 0.86

Double
Moment
6.23 5.15 4.33 3.69 3.18 2.77 2.43 2.16 1.92 1.73 1.56 1.41 1.29
Inertia
15.23 11.44 8.81 6.93 5.55 4.51 3.72 3.10 2.61 2.22 1.90 1.64 1.43
Reaction
4.85 4.40 4.04 3.73 3.46 3.23 3.03 2.85 2.69 2.55 2.42 2.31 2.20
Interaction
3.41 2.97 2.61 2.32 2.07 1.86 1.69 1.53 1.40 1.29 1.18 1.10 1.02
Limiting
3.41 2.97 2.61 2.32 2.07 1.86 1.69 1.53 1.40 1.29 1.18 1.10 1.02

 

Multiple

Moment
7.79 6.44 5.41 4.61 3.97 3.46 3.04 2.69 2.40 2.16 1.95 1.77 1.61
Inertia
15.23 11.44 8.81 6.93 5.55 4.51 3.72 3.10 2.61 2.22 1.90 1.64 1.43
Reaction
5.51 5.01 4.59 4.24 3.93 3.67 3.44 3.24 3.06 2.90 2.75 2.62 2.50
Interaction
4.03 3.52 3.10 2.76 2.47 2.23 2.02 1.84 1.68 1.55 1.43 1.32 1.22
Limiting
4.03
3.52
3.10
2.76
2.47
2.23
2.02
1.84
1.68
1.55
1.43
1.32
1.22
 
Proliner 1000/32 - 0.7mm
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
6.23 5.15 4.33 3.69 3.18 2.77 2.43 2.16 1.92 1.73 1.56 1.41 1.29
Inertia
9.11 6.84 5.27 4.15 3.32 2.70 2.22 1.85 1.56 1.33 1.14 0.98 0.86
Reaction
6.06 5.51 5.05 4.66 4.33 4.04 3.79 3.56 3.36 3.19 3.03 2.88 2.75
Limiting
6.06 5.15 4.33 3.69 3.18 2.70 2.22 1.85 1.56 1.33 1.14 0.98 0.86

Double
Moment
5.79 4.79 4.02 3.43 2.96 2.57 2.26 2.00 1.79 1.60 1.45 1.31 1.20
Inertia
15.18 11.41 8.79 6.91 5.53 4.50 3.71 3.09 2.60 2.21 1.90 1.64 1.43
Reaction
4.85 4.40 4.04 3.73 3.46 3.23 3.03 2.85 2.69 2.55 2.42 2.31 2.20
Interaction
3.30 2.87 2.52 2.23 1.99 1.79 1.62 1.47 1.34 1.23 1.13 1.05 0.97
Limiting
3.30 2.87 2.52 2.23 1.99 1.79 1.62 1.47 1.34 1.23 1.13 1.05 0.97

Multiple
Moment
7.24 5.98 5.03 4.28 3.69 3.22 2.83 2.51 2.23 2.01 1.81 1.64 1.50
Inertia
15.18 11.41 8.79 6.91 5.53 4.50 3.71 3.09 2.60 2.21 1.90 1.64 1.43
Reaction
5.51 5.01 4.59 4.24 3.93 3.67 3.44 3.24 3.06 2.90 2.75 2.62 2.50
Interaction
3.91 3.41 3.00 2.66 2.38 2.14 1.94 1.77 1.61 1.48 1.37 1.26 1.17
Limiting
3.91
3.41
3.00
2.66
2.38
2.14
1.94
1.77
1.61
1.48
1.37
1.26
1.17
 
SCI Assessed '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.