Prodeck  
1000/32 Prodeck Roof Decking Load Table (0.7mm)
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 0.7mm
Bottom flange in compression
Moment capacity (kNm/m) 1.391
Inertia (cm4/m) 11.214
Bottom flange in tension
Moment capacity (kNm/m) 1.532
Inertia (cm4/m) 11.083
Shear resistance (kN/m) 41.623
Web crushing mid (kN/m) 11.03
Web crushing end (kN/m) 5.515
 
Inertia gross section (cm4/m) 12.335
 
Prodeck 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
 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
 7.42 6.13 5.15 4.39 3.79 3.30 2.90 2.57 2.29 2.06 1.85 1.68 1.53
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
 4.10 3.57 3.14 2.79 2.49 2.24 2.03 1.84 1.68 1.54 1.42 1.31 1.22
Limiting
 4.10 3.57 3.14 2.79 2.49 2.24 2.03 1.84 1.68 1.54 1.42 1.31 1.22
Multiple
Moment
 9.27 7.66 6.44 5.49 4.73 4.12 3.62 3.21 2.86 2.57 2.32 2.10 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 3.73 3.32 2.97 2.68 2.43 2.21 2.02 1.86 1.71 1.58 1.47
Limiting
4.86
4.24
3.73
3.32
2.97
2.68
2.43
2.21
2.02
1.86
1.71
1.58
1.45
 
Prodeck 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
 7.42 6.13 5.15 4.39 3.79 3.30 2.90 2.57 2.29 2.06 1.85 1.68 1.53
Inertia
 9.34 7.02 5.41 4.25 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 6.13 5.15 4.25 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
 15.57 11.70 9.01 7.09 5.68 4.61 3.80 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
 15.57 11.70 9.01 7.09 5.68 4.61 3.80 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
 
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.