Prodeck  
800/66 Prodeck Roof Decking Load Table (0.75mm)
Profile Prodeck 800/66
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 0.75mm
Bottom flange in compression
Moment capacity (kNm/m) 5.24
Inertia (cm4/m) 69.741
Bottom flange in tension
Moment capacity (kNm/m) 5.151
Inertia (cm4/m) 64.734
Shear resistance (kN/m) 53.625
Web crushing mid (kN/m) 13.411
Web crushing end (kN/m) 6.706
Inertia gross section (cm4/m) 70.319
Prodeck 800/66 - 0.75mm
Span/Load Table - GRAVITY - Working load UDL (kN/m2)
GRAVITY Span in Metres
Span
Type
Design
Case
1.4 1.6 1.8 2.0 2.2 2.4 2.6 2.8 3.0 3.2 3.4 3.6 3.8
Single
Moment
14.02 10.73 8.48 6.87 5.68 4.77 4.06 3.50 3.05 2.68 2.38 2.12 1.90
Inertia
19.57 13.11 9.21 6.71 5.04 3.88 3.06 2.45 1.99 1.64 1.37 1.15 0.98
Reaction
6.39 5.59 4.97 4.47 4.06 3.73 3.44 3.19 2.98 2.79 2.63 2.48 2.35
Limiting
6.39 5.59 4.97 4.47 4.06 3.73 3.06 2.45 1.99 1.64 1.37 1.15

0.98


Double
Moment
14.26 10.92 8.63 6.99 5.77 4.85 4.13 3.56 3.11 2.73 2.42 2.16 1.94
Inertia
32.62 21.85 15.35 11.19 8.41 6.47 5.09 4.08 3.31 2.73 2.28 1.92 1.63
Reaction
5.11 4.47 3.97 3.58 3.25 2.98 2.75 2.55 2.38 2.24 2.10 1.99 1.88
Interaction
4.70 3.96 3.40 2.96 2.60 2.31 2.06 1.86 1.69 1.54 1.41 1.29 1.19
Limiting
4.70 3.96 3.40 2.96 2.60 2.31 2.06 1.86 1.69 1.54 1.41 1.29 1.19

 

Multiple

Moment
17.82 13.65 10.78 8.73 7.22 6.06 5.17 4.46 3.88 3.41 3.02 2.70 2.42
Inertia
32.62 21.85 15.35 11.19 8.41 6.47 5.09 4.08 3.31 2.73 2.28 1.92 1.63
Reaction
5.81 5.08 4.52 4.06 3.69 3.39 3.13 2.90 2.71 2.54 2.39 2.26 2.14
Interaction
5.47 4.63 3.98 3.47 3.05 2.72 2.43 2.20 1.99 1.82 1.67 1.54 1.42
Limiting
5.47
4.63
3.98
3.47
3.05
2.72
2.43
2.20
1.99
1.82
1.67

1.54

1.42
 
Prodeck 800/66 - 0.75mm
Span/Load Table - UPLIFT - Working load UDL (kN/m2)
UPLIFT Span in Metres
Span
Type
Design
Case
1.4 1.6 1.8 2.0 2.2 2.4 2.6 2.8 3.0 3.2 3.4 3.6 3.8
Single
Moment
14.26 10.92 8.63 6.99 5.77 4.85 4.13 3.56 3.11 2.73 2.42 2.16 1.94
Inertia
20.55 13.77 9.67 7.05 5.30 4.08 3.21 2.57 2.09 1.72 1.43 1.21 1.03
Reaction
6.39 5.59 4.97 4.47 4.06 3.73 3.44 3.19 2.98 2.79 2.63 2.48 2.35
Limiting
6.39 5.59 4.97 4.47 4.06 3.73 3.21 2.57 2.09 1.72 1.43 1.21 1.03

Double
Moment
14.02 10.73 8.48 6.87 5.68 4.77 4.06 3.50 3.05 2.68 2.38 2.12 1.90
Inertia
34.25 22.95 16.12 11.75 8.83 6.80 5.35 4.28 3.48 2.87 2.39 2.01 1.71
Reaction
5.11 4.47 3.97 3.58 3.25 2.98 2.75 2.55 2.38 2.24 2.10 1.99 1.88
Interaction
4.68 3.94 3.38 2.94 2.58 2.29 2.05 1.85 1.67 1.52 1.39 1.28 1.18
Limiting
4.68 3.94 3.38 2.94 2.58 2.29 2.05 1.85 1.67 1.52 1.39 1.28 1.18

Multiple
Moment
17.52 13.41 10.60 8.59 7.10 5.96 5.08 4.38 3.82 3.35 2.97 2.65 2.38
Inertia
34.25 22.95 16.12 11.75 8.83 6.80 5.35 4.28 3.48 2.87 2.39 2.01 1.71
Reaction
5.81 5.08 4.52 4.06 3.69 3.39 3.13 2.90 2.71 2.54 2.39 2.26 2.14
Interaction
5.45 4.61 3.96 3.45 3.04 2.70 2.42 2.18 1.98 1.81 1.66 1.52 1.41
Limiting
5.45
4.61
3.96
3.45
3.04
2.70
2.42
2.18
1.98
1.81
1.66
1.52
1.41
 
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.