Profiled Sheets - Wall Sheets - C1000 Super Six

C1000 Super Six Box Profile Sheet

This is our most popular profiled sheet being available in all materials, it is regarded as a very robust and versatile profile. Now available with or without the mini-ribs.


Images


Product Options - Colour

Colour Name Colour BS No.   Colour Name Colour BS No.   Colour Name Colour BS No.
Bamboo 08C35   Merlin Grey 18B25   Vandyke Brown 08B29
Meadowland 12B17   Black 00E53   Slate Grey 9098
Mushroom 10B19   Terracotta 04C39   Moorland Green 12B21
Goosewing Grey 10A05   Ocean Blue 18C39   Olive Green 12B27
White 00E55   Wedgwood Blue 18C37   Juniper Green 12B29
Poppy Red 04E53   Solent 18E53   Heritage Green RAL6002
Svelte Grey 10B23   Britannia 18E58   Tangerine 06 E 53
Saffron 08E53   Aztec Yellow 10E55   Petra 04 D 44

Colours shown are for guidence only.


Technical Details

  • Profile Dimensions & Properties
  • Load Span Tables

PHYSICAL PROPERTIES

          Full properties Large flange in compression
  Nominal Thickness mm Design Thickness mm Area cm^² Weight kg/m^² Moment of resistance KN/ m Moment of inertia cm^4/m Moment of resistance KN/ m Moment of inertia cm^4/m
0.50 0.45 6.100 4.796 0.576 8.6095 0.547 6.3677
0.55 0.50 6.710 5.275 0.640 9.5616 0.607 7.1769
0.60 0.55 7.320 5.755 0.703 10.5128 0.688 8.0118
0.70 0.65 8.540 6.714 0.831 12.4126 0.792 9.7550
0.80 0.75 9.760 7.673 0.958 14.3092 0.919 11.5900
0.90 0.85 10.980 8.632 1.084 16.2026 1.046  13.5099

The Load / span tables have been calculated from section physical properties which use an effective
Width approach for flanges in compression,

To B8 5950 Part 5 1987

LOAD TABLES

      Roof suction loads. Wind Uplift L/ 180 deflection
Applied load in KN/m²
Span
Type
Thick
mm
Span in mts
1.2
Span in mts 1.4 Span in mts 1.6 Span in mts 1.8 Span in mts 2.0 Span in mts 2.2 Span in mts 2.40 Span in mts 2.6 Span in mts 2.8 Span in mts 3.0

Single

0.50
0.55
0.60
0.70
0.80
0.90
3.52
3.91
4.30
5.10
5.91
6.72
2.60
2.88
3.18
3.77
4.36
4.96
1.68
1.89
2.11
2.57
3.05
3.54
1.20
1.34
1.50
1.83
2.17
2.51
0.89
0.99
1.11
1.35
1.60
1.85
0.68
0.76
0.85
1.03
1.22
1.41
0.53
0.60
0.67
0.81
0.96
1.11
0.54
0.65
0.77
0.89

0.54
0.63
0.73




0.53
0.61
Double 0.50
0.55
0.60
0.70
0.80
0.90
3.10
3.68
4.31
5.34
6.16
6.96
2.66
3.04
3.34
3.94
4.55
5.14
2.11
2.34
2.57
3.04
3.50
3.95
1.68
1.86
2.05
2.41
2.78
3.14
1.37
1.51
1.67
1.97
2.27
2.56
1.10
1.23
1.38
1.64
1.89
2.13
0.86
0.96
1.07
1.30
1.55
1.79
0.68
0.76
0.86
1.04
1.23
1.42
0.56
0.62
0.70
0.85
1.00
1.16

0.52
0.58
0.70
0.83
0.96
Three or More 0.50
0.55
0.60
0.70
0.80
0.90
3.57
4.24
4.96
6.53
7.68
8.69
3.07
3.78
4.16
4.91
5.66
6.40
2.62
2.91
3.20
3.78
4.35
4.92
1.96
2.20
2.46
3.00
3.46
3.90
1.44
1.62
1.81
2.20
2.61
3.03
1.10
1.23
1.38
1.67
1.98
2.30
0.86
0.96
1.07
1.30
1.55
1.79
0.68
0.76
0.86
1.04
1.23
1.42
0.56
0.62
0.58
0.70
0.83
0.96

0.52 0.58
0.70
0.83
0.96

 

      Dead Superimposed loads. L/180 Deflection
Applied load in KN/m²
Span
Type
Thick
mm
Span in mts
1.2
Span in mts 1.4 Span in mts 1.6 Span in mts 1.8 Span in mts 2.0 Span in mts 2.2 Span in mts 2.40 Span in mts 2.6 Span in mts 2.8 Span in mts 3.0

Single

0.50
0.55
0.60
0.70
0.80
0.90
3.15
3.50
3.85
4.55
5.24
5.94
2.30
2.56
2.82
3.32
3.83
4.34
1.75
1.95
2.14
2.53
2.92
3.30
1.24
1.38
1.52
1.80
2.07
2.35
0.89
0.99
1.09
1.29
1.49
1.69
0.66
0.73
0.81
0.95
1.10
1.25
0.50
0.55
0.61
0.72
0.83
0.94
0.55
0.64
0.72
0.50
0.56


Double 0.50
0.55
0.60
0.70
0.80
0.90
2.72
3.22
3.66
4.34
5.03
5.73
2.18
2.43
2.67
3.17
3.67
4.19
1.66
1.85
2.03
2.41
2.80
3.18
1.30
1.45
1.59
1.89
2.19
2.50
1.05
1.16
1.28
1.52
1.76
2.01
0.86
0.95
1.05
1.24
1.44
1.64
0.71
0.79
0.87
1.03
1.20
1.37
0.60
0.67
0.73
0.87
1.01
1.15
0.51
0.57
0.63
0.74
0.86
0.98
0.54
0.64
0.74
0.85
Three or More 0.50
0.55
0.60
0.70
0.80
0.90
3.08
3.66
4.28
5.44
6.30
7.18
2.64
3.05
3.35
3.98
4.61
5.25
2.09
2.32
2.55
3.03
3.51
4.00
1.64
1.82
2.01
2.38
2.76 3.14
1.32
1.47
1.61
1.94
2.22
2.53
1.08
1.20
1.32
1.57
1.82
2.08
0.86
0.96
1.05
1.22
1.39
1.56
0.67
0.74
0.82
0.96
1.11
1.26
0.52
0.58
0.64
0.76
0.88
0.99
0.51
0.60
0.70
0.79

 

      Wind Pressure loads. L/150 Deflection
Applied load in KN/m²
Span
Type
Thick
mm
Span in mts
1.2
Span in mts 1.4 Span in mts 1.6 Span in mts 1.8 Span in mts 2.0 Span in mts 2.2 Span in mts 2.40 Span in mts 2.6 Span in mts 2.8 Span in mts 3.0

Single

0.50
0.55
0.60
0.70
0.80
0.90
3.47
3.86
4.24
5.03
5.83
6.64
2.55
2.83
3.12
3.70
4.28
4.88
1.63
1.84
2.05
2.50
2.97
3.46
1.15
1.29
1.44
1.76
2.09
2.43
0.84
0.94
1.05
1.28
1.52
1.77
0.63
0.71
0.79
0.96
1.14
1.33
0.48
0.55
0.61
0.74
0.88
1.03
0.48
0.56
0.69
0.81
0.47
0.55
0.65
0.45
0.53
Double 0.50
0.55
0.60
0.70
0.80
0.90
3.66
4.06
4.47
5.27
6.08
6.88
2.69
2.99
3.28
3.87
4.47
5.06
2.06
2.29
2.51
2.97
3.42
3.87
1.63
1.81
1.99
2.34
2.70
3.06
1.32
1.46
1.61
1.90
2.19
2.48
1.05
1.18
1.32
1.57
1.81
2.05
0.81
0.91
1.01
1.23
1.47
1.71
0.63
0.71
0.80
0.97
1.15
1.34
0.51
0.57
0.64
0.78
0.92
1.08
0.47
0.52
0.63
0.75
0.88
Three or More 0.50
0.55
0.60
0.70
0.80
0.90
4.57
5.08
5.58
6.59
7.60
8.61
3.36
3.73
4.10
4.84
5.58
6.32
2.57
2.86
3.14
3.71
4.27
0.84
1.91
2.15
2.40
2.93
3.38
3.82
1.39
1.57
1.75
2.13
2.53
2.95
1.05
1.18
1.32
1.60
1.90
2.22
0.81
0.91
1.01
1.23
1.47
1.71
0.63
0.71
0.80
0.97
1.15
1.34
0.51
0.57
0.52
0.63
0.75
0.88
0.47
0.52
0.63
0.75
0.88

NB Intermediate values for a span within the limits of the table may be obtained by linear interpolation



 


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