Prodeck  
800/66 Prodeck Roof Decking Load Table (0.7mm)
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 0.7mm
Bottom flange in compression
Moment capacity (kNm/m) 4.827
Inertia (cm4/m) 64.442
Bottom flange in tension
Moment capacity (kNm/m) 4.749
Inertia (cm4/m) 58.87
Shear resistance (kN/m) 46.338
Web crushing mid (kN/m) 11.674
Web crushing end (kN/m) 5.837
Inertia gross section (cm4/m) 65.367
 
Prodeck 800/66 - 0.7mm
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
12.92 9.89 7.82 6.33 5.23 4.40 3.75 3.23 2.81 2.47 2.19 1.95 1.75
Inertia
17.94 12.02 8.44 6.15 4.62 3.56 2.80 2.24 1.82 1.50 1.25 1.05 0.90
Reaction
5.56 4.86 4.32 3.89 3.54 3.24 2.99 2.78 2.59 2.43 2.29 2.16 2.05
Limiting
5.56 4.86 4.32 3.89 3.54 3.24 2.80 2.24 1.82 1.50 1.25 1.05 0.90

Double
Moment
13.13 10.06 7.95 6.44 5.32 4.47 3.81 3.28 2.86 2.51 2.23 1.99 1.78
Inertia
29.90 20.03 14.07 10.25 7.70 5.93 4.67 3.74 3.04 2.50 2.09 1.76 1.49
Reaction
4.45 3.89 3.46 3.11 2.83 2.59 2.39 2.22 2.08 1.95 1.83 1.73 1.64
Interaction
4.15 3.51 3.01 2.62 2.31 2.05 1.84 1.66 1.50 1.37 1.26 1.16 1.07
Limiting
4.15 3.51 3.01 2.62 2.31 2.05 1.84 1.66 1.50 1.37 1.26 1.16 1.07

Multiple
Moment
16.42 12.57 9.93 8.05 6.65 5.59 4.76 4.10 3.58 3.14 2.78 2.48 2.23
Inertia
29.90 20.03 14.07 10.25 7.70 5.93 4.67 3.74 3.04 2.50 2.09 1.76 1.49
Reaction
5.05 4.42 3.93 3.54 3.22 2.95 2.72 2.53 2.36 2.21 2.08 1.97 1.86
Interaction
4.83 4.09 3.52 3.07 2.71 2.41 2.16 1.96 1.78 1.62 1.49 1.37 1.27
Limiting
4.83
4.09
3.52
3.07
2.71
2.41
2.16
1.96
1.78
1.62
1.49
1.37
1.27
 
Prodeck 800/66 - 0.7mm
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
13.13 10.06 7.95 6.44 5.32 4.47 3.81 3.28 2.86 2.51 2.23 1.99 1.78
Inertia
19.03 12.75 8.95 6.53 4.90 3.78 2.97 2.38 1.93 1.59 1.33 1.12 0.95
Reaction
5.56 4.86 4.32 3.89 3.54 3.24 2.99 2.78 2.59 2.43 2.29 2.16 2.05
Limiting
5.56 4.86 4.32 3.89 3.54 3.24 2.97 2.38 1.93 1.59 1.33 1.12 0.95

Double
Moment
12.92 9.89 7.82 6.33 5.23 4.40 3.75 3.23 2.81 2.47 2.19 1.95 1.75
Inertia
31.71 21.25 14.92 10.88 8.17 6.30 4.95 3.96 3.22 2.66 2.21 1.87 1.59
Reaction
4.45 3.89 3.46 3.11 2.83 2.59 2.39 2.22 2.08 1.95 1.83 1.73 1.64
Interaction
4.14 3.49 3.00 2.61 2.30 2.04 1.83 1.65 1.49 1.36 1.25 1.15 1.06
Limiting
4.14 3.49 3.00 2.61 2.30 2.04 1.83 1.65 1.49 1.36 1.25 1.15 1.06

Multiple
Moment
16.15 12.37 9.77 7.92 6.54 5.50 4.68 4.04 3.52 3.09 2.74 2.44 2.19
Inertia
31.71 21.25 14.92 10.88 8.17 6.30 4.95 3.96 3.22 2.66 2.21 1.87 1.59
Reaction
5.05 4.42 3.93 3.54 3.22 2.95 2.72 2.53 2.36 2.21 2.08 1.97 1.86
Interaction
4.81 4.07 3.50 3.06 2.70 2.40 2.15 1.94 1.76 1.61 1.48 1.36 1.26
Limiting
4.81
4.07
3.50
3.06
2.70
2.40
2.15
1.94
1.76
1.61
1.48
1.36
1.26
 
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.