Prodeck  
1000/32 Prodeck Roof Decking Load Table (0.9mm)
Profile Prodeck 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 0.9mm
Bottom flange in compression  
Moment capacity (kNm/m) 1.989
Inertia (cm4/m) 15.687
Bottom flange in tension  
Moment capacity (kNm/m) 2.031
Inertia (cm4/m) 15.386
Shear resistance (kN/m) 54.236
Web crushing mid (kN/m) 18.221
Web crushing end (kN/m) 9.11
Inertia gross section (cm4/m) 16.075
Prodeck 1000/32 - 0.9mm
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
 10.83 8.95 7.52 6.41 5.53 4.81 4.23 3.75 3.34 3.00 2.71 2.46

2.24
Inertia
 12.59 9.46 7.29 5.73 4.59 3.73 3.07 2.56 2.16 1.84 1.57 1.36 1.18
Reaction
 12.15 11.04 10.12 9.34 8.68 8.10 7.59 7.15 6.75 6.39 6.07 5.78 5.52
Limiting
 10.83 8.95 7.29 5.73 4.59 3.73 3.07 2.56 2.16 1.84 1.57 1.36 1.18
Double
Moment
 10.61 8.77 7.37 6.28 5.41 4.71 4.14 3.67 3.27 2.94 2.65 2.41 2.19
Inertia
 20.99 15.77 12.15 9.55 7.65 6.22 5.12 4.27 3.60 3.06 2.62 2.27 1.97
Reaction
 9.72 8.83 8.10 7.48 6.94 6.48 6.07 5.72 5.40 5.11 4.86 4.63 4.42
Interaction
 6.34 5.50 4.82 4.26 3.80 3.41 3.08 2.79 2.55 2.33 2.14 1.98 1.83
Limiting
 6.34 5.50 4.82 4.26 3.80 3.41 3.08 2.79 2.55 2.33 2.14 1.98 1.83

 

Multiple
Moment
 13.26 10.96 9.21 7.85 6.77 5.89 5.18 4.59 4.09 3.67 3.32 3.01 2.74
Inertia
 20.99 15.77 12.15 9.55 7.65 6.22 5.12 4.27 3.60 3.06 2.62 2.27 1.97
Reaction
 11.04 10.04 9.20 8.49 7.89 7.36 6.90 6.50 6.14 5.81 5.52 5.26 5.02
Interaction
 7.53 6.55 5.75 5.10 4.55 4.09 3.70 3.36 3.07 2.81 2.59 2.39 2.22
Limiting
7.53
6.55
5.75
5.10
4.55
4.09
3.70
3.36
3.07
2.81
2.59
2.27
1.97
 
Prodeck 1000/32 - 0.9mm
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
 10.61 8.77 7.37 6.28 5.41 4.71 4.14 3.67 3.27 2.94 2.65 2.41 2.19
Inertia
 12.75 9.58 7.38 5.81 4.65 3.78 3.11 2.60 2.19 1.86 1.59 1.38 1.20
Reaction
 12.15 11.04 10.12 9.34 8.68 8.10 7.59 7.15 6.75 6.39 6.07 5.78 5.52
Limiting
 10.61 8.77 7.37 5.81 4.65 3.78 3.11 2.60 2.19 1.86 1.59 1.38 1.20
Double
Moment
 10.83 8.95 7.52 6.41 5.53 4.81 4.23 3.75 3.34 3.00 2.71 2.46 2.24
Inertia
 21.26 15.97 12.30 9.68 7.75 6.30 5.19 4.33 3.64 3.10 2.66 2.30 2.00
Reaction
 9.72 8.83 8.10 7.48 6.94 6.48 6.07 5.72 5.40 5.11 4.86 4.63 4.42
Interaction
 6.40 5.56 4.87 4.31 3.85 3.45 3.12 2.83 2.58 2.36 2.17 2.01 1.86
Limiting
 6.40 5.56 4.87 4.31 3.85 3.45 3.12 2.83 2.58 2.36 2.17 2.01 1.86
Multiple
Moment
 13.54 11.19 9.40 8.01 6.91 6.02 5.29 4.69 4.18 3.75 3.39 3.07 2.80
Inertia
 21.26 15.97 12.30 9.68 7.75 6.30 5.19 4.33 3.64 3.10 2.66 2.30 2.00
Reaction
 11.04 10.04 9.20 8.49 7.89 7.36 6.90 6.50 6.14 5.81 5.52 5.26 5.02
Interaction
 7.60 6.61 5.81 5.15 4.60 4.14 3.74 3.40 3.11 2.85 2.62 2.42 2.25
Limiting
7.60
6.61
5.81
5.15
4.60
4.14
3.74
3.40
3.11
2.85
2.62
2.30
2.00
 
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.