Proclad
1000/32 Wall Reverse Profile (0.5mm)
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 0.5mm
Bottom flange in compression
Moment capacity (kNm/m) 0.697
Inertia (cm4/m) 7.29
Bottom flange in tension
Moment capacity (kNm/m) 0.824
Inertia (cm4/m) 7.288
Shear resistance (kN/m) 19.953
Web crushing mid (kN/m) 4.903
Web crushing end (kN/m) 2.452
Inertia gross section (cm4/m) 8.596
 
Proclad 1000/32 - 0.5mm
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
 4.39 3.63 3.05 2.60 2.24 1.95 1.72 1.52 1.36 1.22 1.10 1.00 0.91
Inertia
 8.30 6.24 4.81 3.78 3.03 2.46 2.03 1.69 1.42 1.21 1.04 0.90 0.78
Reaction
 3.27 2.97 2.72 2.51 2.34 2.18 2.04 1.92 1.82 1.72 1.63 1.56 1.49
Limiting
 3.27 2.97 2.72 2.51 2.24 1.95 1.72 1.52 1.36 1.21 1.04 0.90 0.78
Double
Moment
 3.72 3.07 2.58 2.20 1.90 1.65 1.45 1.29 1.15 1.03 0.93 0.84 0.77
Inertia
 13.84 10.40 8.01 6.30 5.04 4.10 3.38 2.82 2.37 2.02 1.73 1.49 1.30
Reaction
 2.61 2.38 2.18 2.01 1.87 1.74 1.63 1.54 1.45 1.38 1.31 1.25 1.19
Interaction
 1.92 1.68 1.48 1.31 1.18 1.06 0.96 0.88 0.80 0.74 0.68 0.63 0.58
Limiting
 1.92 1.68 1.48 1.31 1.18 1.06 0.96 0.88 0.80 0.74 0.68 0.63 0.58
Multiple
Moment
 4.65 3.84 3.23 2.75 2.37 2.07 1.82 1.61 1.43 1.29 1.16 1.05 0.96
Inertia
 13.84 10.40 8.01 6.30 5.04 4.10 3.38 2.82 2.37 2.02 1.73 1.49 1.30
Reaction
 2.97 2.70 2.48 2.29 2.12 1.98 1.86 1.75 1.65 1.56 1.49 1.42 1.35
Interaction
 2.27 1.98 1.75 1.56 1.40 1.26 1.15 1.05 0.96 0.88 0.81 0.75 0.70
Limiting
2.27
1.98
1.75
1.56
1.40
1.26
1.15
1.05
0.96
0.88
0.81
0.75
0.70
Proclad 1000/32 - 0.5mm
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
 3.72 3.07 2.58 2.20 1.90 1.65 1.45 1.29 1.15 1.03 0.93 0.84 0.77
Inertia
 8.31 6.24 4.81 3.78 3.03 2.46 2.03 1.69 1.42 1.21 1.04 0.90 0.78
Reaction
 3.27 2.97 2.72 2.51 2.34 2.18 2.04 1.92 1.82 1.72 1.63 1.56 1.49
Limiting
 3.27 2.97 2.58 2.20 1.90 1.65 1.45 1.29 1.15 1.03 0.93 0.84 0.77
Double
Moment
 4.39 3.63 3.05 2.60 2.24 1.95 1.72 1.52 1.36 1.22 1.10 1.00 0.91
Inertia
 13.84 10.40 8.01 6.30 5.05 4.10 3.38 2.82 2.37 2.02 1.73 1.49 1.30
Reaction
 2.61 2.38 2.18 2.01 1.87 1.74 1.63 1.54 1.45 1.38 1.31 1.25 1.19
Interaction
 2.05 1.80 1.59 1.42 1.27 1.15 1.05 0.96 0.88 0.81 0.75 0.69 0.64
Limiting
 2.05 1.80 1.59 1.42 1.27 1.15 1.05 0.96 0.88 0.81 0.75 0.69 0.64
Multiple
Moment
 5.49 4.54 3.81 3.25 2.80 2.44 2.15 1.90 1.70 1.52 1.37 1.25 1.13
Inertia
 13.84 10.40 8.01 6.30 5.05 4.10 3.38 2.82 2.37 2.02 1.73 1.49 1.30
Reaction
 2.97 2.70 2.48 2.29 2.12 1.98 1.86 1.75 1.65 1.56 1.49 1.42 1.35
Interaction
 2.41 2.12 1.88 1.68 1.51 1.37 1.24 1.14 1.05 0.96 0.89 0.83 0.77
Limiting
2.41
2.12
1.88
1.68
1.51
1.37
1.24
1.14
1.05
0.96
0.89
0.83
0.77
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.