SLE Cladding Limited

Ultimate Section Properties

Nominal Thickness. mm.	Design Thickness. mm	Weight kg/m2	Moment Capacity kNm/m	Moment of Inertia cm4/m	Moment Capacity kNm/m	Moment of Inertia cm4/m	Web Crushing kN/m	Shear Capacity kN/m
0.70	0.66	11.01	11.93	401.70	10.10	409.50	23.48	23.63
0.90	0.86	14.22	17.43	533.60	15.42	533.60	39.79	52.20
1.20	1.16	18.96	25.90	719.40	21.96	719.40	70.68	127.87

newton. Unit of force. (symbol: N). One newton is the force which would give a mass of kilogram an acceleration of one metre per second per second in the direction of the force.

Safe Imposed (Positive) Loads (kN/m2) SPAN (metres)

Span Conditions

Thick mm.

5.00

5.25

5.50

5.75

6.00

6.25

6.50

6.75

7.00

7.20

7.50

7.75

8.00

8.25

8.50

0.70

2.15

1.85

1.61

1.40

1.23

Single

0.90

2.86

2.46

2.13

1.86

1.64

1.44

1.28

1.20

3.85

3.32

2.88

2.51

2.21

1.95

1.73

1.54

1.38

1.24

0.70

1.45

1.34

1.25

Double

0.90

2.32

2.15

1.99

1.86

1.73

1.62

1.52

1.43

1.35

1.27

1.20

3.61

3.34

3.09

2.87

2.68

2.50

2.34

2.20

2.07

1.95

1.84

1.74

1.65

1.56

1.48

0.70

1.73

1.61

1.50

1.40

1.31

1.23

Multi

0.90

2.77

2.57

2.39

2.23

2.09

1.96

1.84

1.73

1.63

1.54

1.46

1.38

1.31

1.24

1.20

4.35

4.02

3.73

3.47

3.24

3.03

2.84

2.67

2.51

2.37

2.23

2.11

2.00

1.90

1.78

Safe Wind Suction (negative) Loads (kN/m2)

SPAN (metres)

Span Conditions

Thick mm.

5.00

5.25

5.50

5.75

6.00

6.25

6.50

6.75

7.00

7.20

7.50

7.75

8.00

8.25

8.50

0.70

2.16

1.96

1.78

1.63

1.50

Single

0.90

3.29

2.98

2.72

2.49

2.28

2.10

1.95

1.20

4.68

4.25

3.87

3.54

3.25

3.00

2.75

2.46

2.20

1.98

0.70

2.54

2.31

2.10

Double

0.90

3.72

3.37

3.07

2.81

2.58

2.38

2.20

2.04

1.90

1.77

1.65

1.20

5.52

5.01

4.57

4.18

3.84

3.54

3.27

3.03

2.82

2.63

2.46

2.30

2.16

2.03

1.91

0.70

3.18

2.89

2.63

2.41

2.21

2.04

Multi

0.90

4.65

4.22

3.84

3.51

3.23

2.97

2.75

2.55

2.37

2.21

2.07

1.93

1.82

1.71

1.20

6.91

6.26

5.71

5.22

4.80

4.42

4.09

3.79

3.52

3.28

3.07

2.87

2.70

2.54

2.39

These load span tables have been calculated in accordance with BS5950 Part 6, and provide safe working loads (factor 1.5). All profiles comply to MCRMA manufacturing tolerances. Information contained within this document is subject to change as Corus is constantly developing it's products.

For further information please contact SLE Cladding Ltd. Tel. 01948 666 321. Fax. 01948 66 55 32