Proclad
1000/32 Wall Reverse Profile (0.7mm)
Profile Proclad
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/150 under imposed load.
Load factor (working load to ultimate) 1.5 (in accordance with Eurocode).
Deflection for limit of span L/150

POSITIVE loads parameters 0.7mm
Bottom flange in compression  
Moment capacity (kNm/m) 1.083
Inertia (cm4/m) 11.038
Bottom flange in tension  
Moment capacity (kNm/m) 1.168
Inertia (cm4/m) 11.011
 
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
Proclad 1000/32 - 0.7mm
Span/Load Table - POSITIVE - Working load UDL (kN/m2)
POSITIVE 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
12.15 9.13 7.03 5.53 4.43 3.60 2.97 2.47 2.08 1.77 1.52 1.31 1.14
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 2.77 2.43 2.16 1.92 1.73 1.52 1.31 1.14

Double
Moment
5.78 4.77 4.01 3.42 2.95 2.57 2.26 2.00 1.78 1.60 1.44 1.31 1.19
Inertia
20.24 15.21 11.72 9.21 7.38 6.00 4.94 4.12 3.47 2.95 2.53 2.19 1.90
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
3.29 2.86 2.52 2.23 1.99 1.79 1.62 1.47 1.34 1.23 1.13 1.04 0.97
Limiting
3.29 2.86 2.52 2.23 1.99 1.79 1.62 1.47 1.34 1.23 1.13 1.04 0.97

Multiple
Moment
7.22 5.97 5.01 4.27 3.68 3.21 2.82 2.50 2.23 2.00 1.81 1.64 1.49
Inertia
20.24 15.21 11.72 9.21 7.38 6.00 4.94 4.12 3.47 2.95 2.53 2.19 1.90
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
3.90 3.40 2.99 2.66 2.38 2.14 1.94 1.76 1.61 1.48 1.36 1.26 1.17
Limiting
3.90
3.40
2.99
2.66
2.38
2.14
1.94
1.76
1.61
1.48
1.36
1.26
1.17
Proclad 1000/32 - 0.7mm
Span/Load Table - NEGATIVE - Working load UDL (kN/m2)
NEGATIVE 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
5.78 4.77 4.01 3.42 2.95 2.57 2.26 2.00 1.78 1.60 1.44 1.31 1.19
Inertia
12.17 9.14 7.04 5.54 4.43 3.60 2.97 2.48 2.09 1.77 1.52 1.31 1.14
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
5.78 4.77 4.01 3.42 2.95 2.57 2.26 2.00 1.78 1.60 1.44 1.31 1.14

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
20.28 15.23 11.73 9.23 7.39 6.01 4.95 4.13 3.48 2.96 2.53 2.19 1.90
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
20.28 15.23 11.73 9.23 7.39 6.01 4.95 4.13 3.48 2.96 2.53 2.19 1.90
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
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.