SLE Cladding Limited

NOTE. This is the new Corus 32/100 profile as used in Trisomet333 composite cladding and replacing the EP 32/1000 profile

Ultimate Section Properties

Narrow flange in compression					Broad flange in compression			Bearing mm 50 Shear Capacity kN/m
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	Bearing mm 50 Shear Capacity kN/m
0.7	0.66	6.75	1.06	11.15	1.03	8.15	15.85	27.30

Imposed Load - deflection limit span / 200 Narrow flange in compression, single span		Wind suction load - deflection limit span / 90 Broad flange in compression, single span

Safe Imposed (positive) Loads (kN/m2)

Span (Metres)

Span Condition

Thickness mm

1.00

1.10

1.20

1.30

1.40

1.50

1.60

1.70

1.80

21.90

2.00

2.10

2.20

2.30

2.40

Single

0.7

6.28

5.14

4.28

3.62

3.11

2.69

2.36

1.95

1.64

1.39

1.18

1.02

Double

0.7

4.26

3.65

3.16

2.76

2.44

2.17

1.94

1.75

1.58

1.44

1.32

1.21

1.11

1.03

Multi

0.7

5.12

4.39

3.81

3.34

2.95

2.63

2.36

2.12

1.93

1.76

1.61

1.47

1.36

1.26

1.16

Safe Wind Suction (negative) Loads 9kN/m2)Imposed (positive) Loads (kN/m2)

		Span (Metres)
Span Condition	Thickness mm	1.00	1.10	1.20	1.30	1.40	1.50	1.60	1.70	1.80	21.90	2.00	2.10	2.20	2.30	2.40
Single	0.7	5.51	4.55	3.83	3.26	2.81	2.45	2.15	1.91	1.70	1.53	1.38	1.25	-	-	-
Double	0.7	5.66	4.68	3.93	3.35	2.89	2.52	2.21	1.96	1.75	1.57	1.42	1.28	1.17	1.07	-
Multi	0.7	7.08	5.85	4.92	4.19	3.61	3.15	2.77	2.45	2.19	1.96	1.77	1.61	1.46	1.34	1.23

Maximum Span under Line Load*

Line load kN/m	1.5	2.0	3.0	These load span tables have been calculated to BS5950 Part 6 7 provide safe working loads (factor 1.5) Information in this data sheet may be changed without notice.
Single span (m)	1.77	1.33	0.89
Double / multi span (m)	2.12	1.59	1.06

* Line Loads as defined in BS 5950 Part 6 Section 2.2. Roof loading should be calculated in accordance with BS 6399 : Part 3 (Part 2 for wind loading)
CP& P recommend a minimum line load of 1.5kN/m and a minimum imposed UDL of 1.2kN/m2. Snow and wind loading may be more severe than this however