tr 45/250 insulated roof & wall sandwich panel technical ... · technical data sheet tr 45/250...

Technical Data Sheet

TR 45/250 Insulated Roof & Wall Sandwich Panel of 10

The Roof & Cladding Company

T : + 9 7 1 6 5 3 3 8 4 4 9 F : + 9 7 1 6 5 3 3 6 6 7 3 E: [email protected]

Website: Tigerprofiles.com

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Information contained here was, at the time of publishing, accurate and true to the best of our knowledge, but isn’t intended to replace engineering judgment—for support

please contact our Sales Dept. We reserve the right to make any changes for continuous improvement .

Tigerprofiles TR 45/250 sandwich panel is applicable in its usage for roof and wall applications. The TR 45/250 panel is environmentally friendly, ensures, premium thermal insulation and fire resistance properties.

Material and Product Specifications

Usage Roofing Cladding

Material Type Aluminum Galvanized Iron (GI) Alu-zinc Aluminum Paper

Material Thickness* Aluminum: 0.35 - 1.2mm (GI): 0.30mm - 0.90mm

Dimensions (mm)

Covering Width: 1,000 mm Profile Pitch: 250mm

Crown: 30mm Profile Depth: 45mm

Valley: 140mm Rib Width: 110mm

Colors Standard RAL Colors. Special colors on request; min. order applied

Coating/Finish Pre-painted Polyester Pre-painted PVDF Mill-Finish

Insulation Options Core

PUR 35 & 40 (B2)(Foam) Low PIR (38) Hi PIR 45

(Foam)

Mineral Wool

Thickness 50-200mm

Key Features

Accessories Curved eave TR 45/250, PB Ridge, flashing, gutters, GI Self-tapping screws with neoprene, SS

Self-drilling screws with neoprene, Butyle Sealant tape, Purlin Tape, PVC Tape, PVC Color Caps,

Aluminum Rivets, Bulb-tite Rivets, Fil1er Blocks Silicon Sealant.

Classification

Class A against ASTM E-84 : Surface Burning Characteristics (achieved with PUR or Low

index PIR Foam insulation and GI inner skin)

Class E against EN 13501-1:2007 (achieved with all foam insulation except PUR 35)






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Thickness

(T) (mm)

Cover

Width

(mm)

Nominal

Weight (kg/

m2)

Area

(cm2)

Full Sect.

Ix (cm4)

Elastic

Modulus

( E )(kN/

cm2)

Top in Compression Bottom in Compression

Ixet (cm4) Sx-Top

(cm3)

Sx-Bot

(cm3)

Ma bx

(kNm) Ixeb (cm4)

Sx-Top

(cm3)

Sx-Bot

(cm3)

Ma bx

(kNm)

0.40 1000 3.83 4.84 14.66 20300 11.20 3.40 9.03 0.46 10.82 4.45 5.12 0.60

0.50 1000 4.79 6.05 18.32 20300 15.66 4.95 11.28 0.67 14.18 5.65 6.95 0.77

0.60 1000 5.75 7.26 21.99 20300 20.54 6.74 13.58 0.92 17.63 6.86 8.86 0.93

0.70 1000 6.70 8.47 25.65 20300 24.85 8.52 15.92 1.12 21.21 8.08 10.91 1.10

0.80 1000 7.66 9.68 29.31 20300 28.69 9.55 18.19 1.30 24.90 9.30 13.08 1.27

0.90 1000 8.62 10.88 32.97 20300 32.56 10.86 20.45 1.48 28.70 10.54 15.37 1.44

1.00 1000 9.58 12.09 36.63 20300 36.39 12.14 22.68 1.65 32.57 11.77 17.76 1.60

1.20 1000 11.49 14.51 43.96 20300 43.85 14.61 27.10 1.99 40.56 14.26 22.83 1.94

Section Properties (per meter width) Base metal: Steel

Allowable Uniform Loads (kN/m2): Base metal: Steel

Nominal Thickness ( T ) (mm) No. of Spans Load Case Span (m)

1.00 1.25 1.50 1.75 2.00 2.25 2.50 2.75 3.00

0.40

1 D + L 3.68 2.36 1.64 1.20 0.92 0.73 0.59 0.49 0.41

WS 4.80 3.07 2.13 1.57 1.20 0.95 0.77 0.61 0.47

2 D + L 4.00 2.71 1.95 1.47 1.14 0.91 0.74 0.62 0.52

WS 3.28 2.18 1.55 1.15 0.89 0.71 0.58 0.48 0.40

3 D + L 4.69 3.24 2.35 1.78 1.39 1.12 0.91 0.76 0.64

WS 3.92 2.64 1.89 1.42 1.10 0.88 0.71 0.59 0.50

0.50

1 D + L 5.36 3.43 2.38 1.75 1.34 1.06 0.86 0.71 0.59

WS 6.16 3.94 2.74 2.01 1.54 1.22 0.99 0.76 0.59

2 D + L 5.64 3.72 2.63 1.95 1.50 1.19 0.97 0.80 0.68

WS 5.01 3.28 2.31 1.71 1.32 1.04 0.85 0.70 0.59

3 D + L 6.82 4.54 3.23 2.41 1.86 1.48 1.21 1.00 0.84

WS 6.10 4.03 2.85 2.12 1.63 1.30 1.05 0.87 0.74

0.6

1 D + L 7.36 4.71 3.27 2.40 1.84 1.45 1.18 0.92 0.71

WS 7.44 4.76 3.31 2.43 1.86 1.47 1.19 0.92 0.71

2 D + L 7.06 4.60 3.23 2.39 1.83 1.45 1.18 0.98 0.82

WS 6.99 4.55 3.19 2.36 1.82 1.44 1.17 0.97 0.81

D + L 8.63 5.67 3.99 2.96 2.28 1.81 1.47 1.22 1.02 3

WS 8.55 5.61 3.95 2.93 2.26 1.79 1.45 1.20 1.01






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Notes: *D+L = Dead + Live Load **WS= Wind Suction Deflection Limits - Span / 180

Nominal Thickness refers to Base Metal Thickness Assume bond with insulation ensures that lateral sliding of sheet does not occur, and insulation don't have significant compression

Nominal Thickness ( T ) (mm) No. of Spans Load Case Span (m)

1.00 1.25 1.50 1.75 2.00 2.25 2.50 2.75 3.00

0.7

1 D + L 8.96 5.73 3.98 2.93 2.24 1.77 1.42 1.07 0.82

WS 8.80 5.63 3.91 2.87 2.20 1.74 1.41 1.07 0.82

2 D + L 8.45 5.49 3.84 2.83 2.18 1.72 1.40 1.16 0.97

WS 8.59 5.58 3.91 2.88 2.22 1.75 1.42 1.18 0.99

3 D + L 10.39 6.78 4.76 3.52 2.71 2.15 1.74 1.44 1.21

WS 10.56 6.90 4.84 3.58 2.76 2.19 1.77 1.47 1.24

0.8

1 D + L 10.40 6.66 4.62 3.40 2.60 2.05 1.62 1.22 0.94

WS 10.16 6.50 4.52 3.32 2.54 2.01 1.62 1.22 0.94

2 D + L 9.83 6.37 4.45 3.28 2.52 1.99 1.62 1.34 1.12

WS 10.05 6.51 4.55 3.36 2.58 2.04 1.65 1.37 1.15

3 D + L 12.12 7.88 5.53 4.08 3.14 2.48 2.02 1.67 1.40

WS 12.38 8.06 5.65 4.18 3.21 2.54 2.06 1.71 1.44

0.9

1 D + L 11.84 7.58 5.26 3.87 2.96 2.34 1.83 1.37 1.06

WS 11.52 7.37 5.12 3.76 2.88 2.28 1.83 1.37 1.06

2 D + L 11.14 7.21 5.04 3.72 2.86 2.26 1.83 1.52 1.28

WS 11.43 7.41 5.18 3.82 2.93 2.32 1.88 1.56 1.31

3 D + L 13.73 8.93 6.26 4.63 3.56 2.82 2.29 1.89 1.59

WS 14.08 9.17 6.43 4.75 3.65 2.89 2.35 1.94 1.63

1.0

1 D + L 13.20 8.45 5.87 4.31 3.30 2.61 2.03 1.53 1.18

WS 12.80 8.19 5.69 4.18 3.20 2.53 2.03 1.53 1.18

2 D + L 12.38 8.02 5.60 4.13 3.17 2.51 2.04 1.68 1.42

WS 12.74 8.25 5.77 4.26 3.27 2.59 2.10 1.74 1.46

3 D + L 15.25 9.93 6.96 5.14 3.95 3.13 2.54 2.10 1.77

WS 15.69 10.22 7.17 5.30 4.07 3.23 2.62 2.17 1.82

1 D + L 15.92 10.19 7.08 5.20 3.98 3.14 2.44 1.83 1.41

1.2

WS 15.52 9.93 6.90 5.07 3.88 3.07 2.44 1.83 1.41

2 D + L 14.99 9.71 6.79 5.01 3.85 3.04 2.47 2.04 1.72

WS 15.35 9.95 6.96 5.14 3.94 3.12 2.53 2.09 1.76

3 D + L 18.47 12.03 8.43 6.23 4.79 3.79 3.08 2.55 2.14

WS 18.90 12.32 8.64 6.39 4.91 3.89 3.16 2.61 2.20






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Thickness

(T) (mm)

Cover

Width

(mm)

Nominal

Weight (kg/

m2)

Area

(cm2)

Full Sect.

Ix (cm4)

Elastic

Modulus

( E )(kN/

cm2)


Ixet (cm4) Sx-Top

(cm3)

Sx-Bot

(cm3)

Ma bx

(kNm) Ixeb (cm4)

Sx-Top

(cm3)

Sx-Bot

(cm3)

Ma bx

(kNm)

0.50 1000 10.070 6.05 120.00 20300 80.00 12.10 32.00 1.67 58.00 14.50 11.60 1.60

0.40 4.30 1000 10.070 120.00 20300 80.00 12.10 32.00 1.67 58.00 14.50 11.60 1.60


Nominal

Thickness

( T ) (mm)

No. of

Spans

Load

Case

Span (m)

1.00 1.25 1.50 1.75 2.00 2.25 2.50 2.75 3.00 3.25 3.50

0.5 + 0.4

1 *D + L 8.22 6.58 5.48 4.36 3.34 2.64 2.14 1.77 1.48 1.26 1.09

**WS 8.22 6.58 4.18 4.18 3.20 2.53 2.05 1.69 1.42 1.21 1.05

2 D + L 5.85 4.43 3.47 2.79 2.29 1.91 1.62 1.38 1.19 1.04 0.91

WS 5.90 4.48 3.53 2.85 2.34 1.96 1.66 1.42 1.23 1.07 0.94

D + L 6.30 4.83 3.84 3.13 2.60 2.19 1.87 1.61 1.40 1.23 1.09 3

WS 6.34 4.88 3.89 3.18 2.65 2.24 1.91 1.65 1.44 1.26 1.12



Notes:

Design of sheeting is based on AISI -2007 (ASD-Allowable Stress Design

D+L - Dead + Live Load WS- Wind Suction

Deflection Limits - Span / 180

Nominal Thickness refers to Base Metal Thickness

Assume bond with insulation ensures that lateral sliding of sheet doesn’t occur,

and insulation don't have significant compression

Note a: as a conservative approach, may use the same load table for following situations: (integrity governs, not only thickness) 1. when profile thickness is over 0.70mm for top sheet, and 0.40mm for liner, or2. when PU/PIR insulation thickness is over 50mm.

Thickness

(T) (mm)

Cover

Width

(mm)

Nominal

Weight (kg/

m2)

Area

(cm2)

Full Sect.

Ix (cm4)

Elastic

Modulus

( E )(kN/

cm2)


Ixet (cm4) Sx-Top

(cm3)

Sx-Bot

(cm3)

Ma bx

(kNm) Ixeb (cm4)

Sx-Top

(cm3)

Sx-Bot

(cm3)

Ma bx

(kNm)

0.70 1000 12.70 8.07 158.10 20300 110.83 16.90 45.24 1.76 84.92 19.48 17.06 1.81

0.40 5.14 1000 12.70 158.10 20300 110.83 16.90 45.24 1.76 84.92 19.48 17.06 1.81

Nominal

Thickness ( T )

(mm)

No. of

Spans Load Case

Span (m)

1.00 1.25 1.50 1.75 2.00 2.25 2.50 2.75 3.00 3.25 3.50

0.7 + 0.4a

1 *D + L 11.77 8.21 6.28 4.61 3.53 2.79 2.26 1.87 1.57 1.34 1.09

**WS 12.06 8.42 6.43 4.73 3.62 2.86 2.32 1.91 1.61 1.36 1.09

2 D + L 7.89 6.18 5.09 3.94 3.13 2.54 2.10 1.76 1.50 1.29 1.12

WS 7.80 6.10 5.01 3.87 3.07 2.49 2.06 1.73 1.47 1.26 1.10

D + L 8.81 7.04 5.90 4.63 3.72 3.04 2.53 2.14 1.82 1.58 1.37 3

WS 8.74 6.96 5.82 4.56 3.65 2.99 2.48 2.09 1.79 1.54 1.32







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Thickness

(T) (mm)

Cover

Width

(mm)

Nominal

Weight (kg/

m2)

Area

(cm2)

Full Sect.

Ix (cm4)

Elastic

Modulus

( E )(kN/

cm2)


Ixet (cm4) Sx-Top

(cm3)

Sx-Bot

(cm3)

Ma bx

(kNm) Ixeb (cm4)

Sx-Top

(cm3)

Sx-Bot

(cm3)

Ma bx

(kNm)

0.70 1000 13.50 8.07 158.10 20300 110.83 16.90 45.24 1.76 84.92 19.48 17.06 1.81

0.50 5.14 1000 13.50 158.10 20300 110.83 16.90 45.24 1.76 84.92 19.48 17.06 1.81


Nominal

Thickness

( T ) (mm)

No. of

Spans

Load

Case

Span (m)

1.00 1.25 1.50 1.75 2.00 2.25 2.50 2.75 3.00 3.25 3.50

0.7 + 0.5a

1 *D + L 11.77 8.21 6.28 4.61 3.53 2.79 2.26 1.87 1.57 1.34 1.09

**WS 12.06 8.42 6.43 4.73 3.62 2.86 2.32 1.91 1.61 1.36 1.09

2 D + L 7.89 6.18 5.09 3.94 3.13 2.54 2.10 1.76 1.50 1.29 1.12

WS 7.80 6.10 5.01 3.87 3.07 2.49 2.06 1.73 1.47 1.26 1.10

D + L 8.81 7.04 5.90 4.63 3.72 3.04 2.53 2.14 1.82 1.58 1.37 3

WS 8.74 6.96 5.82 4.56 3.65 2.99 2.48 2.09 1.79 1.54 1.32



Notes:







Note a: as a conservative approach, may use the same load table for following situations: (integrity governs, not only thickness) 1. when profile thickness is over 0.70mm for top sheet, and 0.40mm for liner, or2. when PU/PIR insulation thickness is over 50mm. Note b: as a conservative approach, may use the same load table for following situations: (integrity governs, not only thickness) 1. when profile thickness is over 0.70mm for top sheet, and 0.50mm for liner, or 2. when PU/PIR insulation thickness is over 50mm.

Thickness

(T) (mm)

Cover

Width

(mm)

Nominal

Weight (kg/

m2)

Area

(cm2)

Full Sect.

Ix (cm4)

Elastic

Modulus

( E )(kN/

cm2)


Ixet (cm4) Sx-Top

(cm3)

Sx-Bot

(cm3)

Ma bx

(kNm) Ixeb (cm4)

Sx-Top

(cm3)

Sx-Bot

(cm3)

Ma bx

(kNm)

0.90 1000 18.63 8.07 158.10 20300 110.83 16.90 45.24 1.76 84.92 19.48 17.06 1.81

0.90 5.14 1000 18.63 158.10 20300 110.83 16.90 45.24 1.76 84.92 19.48 17.06 1.81

Nominal

Thickness ( T )

(mm)

No. of

Spans Load Case

Span (m)

1.00 1.25 1.50 1.75 2.00 2.25 2.50 2.75 3.00 3.25 3.50

0.9 + 0.9 b

1 *D + L 11.77 8.21 6.28 4.61 3.53 2.79 2.26 1.87 1.57 1.34 1.09

**WS 12.06 8.42 6.43 4.73 3.62 2.86 2.32 1.91 1.61 1.36 1.09

2 D + L 7.89 6.18 5.09 3.94 3.13 2.54 2.10 1.76 1.50 1.29 1.12

WS 7.80 6.10 5.01 3.87 3.07 2.49 2.06 1.73 1.47 1.26 1.10

D + L 8.81 7.04 5.90 4.63 3.72 3.04 2.53 2.14 1.82 1.58 1.37 3

WS 8.74 6.96 5.82 4.56 3.65 2.99 2.48 2.09 1.79 1.54 1.32







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Thickness

(T) (mm)

Cover

Width

(mm)

Nominal

Weight (kg/

m2)

Area

(cm2)

Full Sect.

Ix (cm4)

Elastic

Modulus

( E )(kN/

cm2)


Ixet (cm4) Sx-Top

(cm3)

Sx-Bot

(cm3)

Ma bx

(kNm) Ixeb (cm4)

Sx-Top

(cm3)

Sx-Bot

(cm3)

Ma bx

(kNm)

0.40 1000 1.33 4.84 14.66 6900 9.52 2.73 9.00 0.24 9.44 4.26 4.06 0.35

0.50 1000 1.67 6.05 18.32 6900 13.37 3.98 11.23 0.35 12.67 5.41 5.73 0.47

0.60 1000 2.00 7.26 21.99 6900 17.62 5.42 11.46 0.47 15.84 6.58 7.35 0.57

0.70 1000 2.33 8.47 25.65 6900 22.21 7.04 15.70 0.61 19.12 7.76 9.07 0.68

0.80 1000 2.66 9.68 29.31 6900 27.09 8.82 17.96 0.76 22.45 8.95 10.83 0.78

0.90 1000 3.00 10.88 32.97 6900 31.59 10.42 20.27 0.91 25.88 10.14 12.70 0.88

1.00 1000 3.33 12.09 36.63 6900 35.62 11.79 22.55 1.02 29.42 11.34 14.65 0.99

1.20 1000 4.00 14.51 43.96 6900 43.33 14.37 26.99 1.25 36.75 13.76 18.84 1.20

Section Properties (per meter width) Base metal: aluminum

Allowable Uniform Loads (kN/m2): Base metal: Aluminum

Nominal Thickness (T)

(mm) No. of Spans Load Case

Span (m))

1.00 1.25 1.50 1.75 2.00 2.25 2.50 2.75 3.00

0.4

1 D + L 1.92 1.23 0.85 0.63 0.48 0.38 0.28 0.21 0.16

WS 2.80 1.79 1.24 0.81 0.54 0.38 0.28 0.21 0.16

2 D + L 1.84 1.32 0.99 0.77 0.61 0.49 0.41 0.34 0.29

WS 1.51 1.04 0.76 0.57 0.45 0.36 0.29 0.24 0.21

3 D + L 2.06 1.51 1.15 0.90 0.72 0.59 0.48 0.39 0.30

WS 1.75 1.23 0.90 0.69 0.54 0.44 0.34 0.25 0.19

0.5

1 D + L 2.80 1.79 1.24 0.91 0.67 0.47 0.35 0.26 0.20

WS 3.76 2.41 1.60 1.01 0.67 0.47 0.35 0.26 0.20

2 D + L 2.96 2.04 1.48 1.12 0.87 0.70 0.57 0.48 0.40

WS 2.42 1.62 1.16 0.87 0.67 0.54 0.44 0.36 0.31

3 D + L 3.42 2.40 1.77 1.35 1.06 0.86 0.65 0.49 0.38

WS 2.86 1.95 1.41 1.06 0.83 0.62 0.45 0.34 0.26

0.6

1 D + L 3.76 2.41 1.67 1.21 0.81 0.57 0.41 0.31 0.24

WS 4.56 2.92 1.92 1.21 0.81 0.57 0.41 0.31 0.24

2 D + L 3.99 2.67 1.90 1.42 1.10 0.87 0.71 0.59 0.50

WS 3.42 2.26 1.60 1.19 0.92 0.73 0.59 0.49 0.41

D + L 4.75 3.22 2.32 1.74 1.35 1.07 0.78 0.59 0.45 3

WS 4.13 2.76 1.96 1.47 1.10 0.77 0.56 0.42 0.33






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Allowable Uniform Loads (kN/m2): Base metal: aluminum

Nominal

Thickness (T)(mm) No. of Spans Load Case

Span (m)

1.00 1.25 1.50 1.75 2.00 2.25 2.50 2.75 3.00

0.7

1 D + L 4.88 3.12 2.17 1.41 0.94 0.66 0.48 0.36 0.28

WS 5.44 3.48 2.24 1.41 0.94 0.66 0.48 0.36 0.28

2 D + L 5.03 3.30 2.33 1.73 1.33 1.06 0.86 0.71 0.60

WS 4.57 2.99 2.11 1.56 1.20 0.95 0.77 0.64 0.50

3 D + L 6.09 4.04 2.87 2.14 1.65 1.25 0.91 0.69 0.53

WS 5.57 3.68 2.60 1.93 1.33 0.93 0.68 0.51 0.39

0.8

1 D + L 6.08 3.89 2.56 1.61 1.08 0.76 0.55 0.41 0.32

WS 6.24 3.99 2.56 1.61 1.08 0.76 0.55 0.41 0.32

2 D + L 5.91 3.85 2.71 2.00 1.54 1.22 0.99 0.82 0.69

WS 5.77 3.76 2.64 1.95 1.50 1.19 0.96 0.76 0.59

3 D + L 7.22 4.75 3.35 2.48 1.91 1.43 1.04 0.78 0.60

WS 7.06 4.64 3.27 2.33 1.56 1.09 0.80 0.60 0.46

0.9

1 D + L 7.28 4.66 2.88 1.81 1.21 0.85 0.62 0.47 0.36

WS 7.04 4.51 2.88 1.81 1.21 0.85 0.62 0.47 0.36

2 D + L 6.74 4.38 3.07 2.27 1.74 1.38 1.12 0.93 0.78

WS 6.95 4.52 3.17 2.34 1.80 1.42 1.16 0.88 0.68

3 D + L 8.27 5.41 3.80 2.81 2.16 1.61 1.17 0.88 0.68

WS 8.52 5.58 3.92 2.68 1.80 1.26 0.92 0.69 0.53

1.0

1 D + L 8.16 5.22 3.20 2.01 1.35 0.95 0.69 0.52 0.40

WS 7.92 5.07 3.20 2.01 1.35 0.95 0.69 0.52 0.40

2 D + L 7.64 4.95 3.46 2.55 1.96 1.55 1.26 1.04 0.88

WS 7.85 5.09 3.56 2.63 2.02 1.60 1.30 1.00 0.77

3 D + L 9.40 6.12 4.30 3.18 2.44 1.79 1.30 0.98 0.75

WS 9.65 6.30 4.42 3.05 2.04 1.43 1.05 0.79 0.61

1.0

1 D + L 8.16 5.22 3.20 2.01 1.35 0.95 0.69 0.52 0.40

WS 7.92 5.07 3.20 2.01 1.35 0.95 0.69 0.52 0.40

2 D + L 7.64 4.95 3.46 2.55 1.96 1.55 1.26 1.04 0.88

WS 7.85 5.09 3.56 2.63 2.02 1.60 1.30 1.00 0.77

3 D + L 9.40 6.12 4.30 3.18 2.44 1.79 1.30 0.98 0.75

WS 9.65 6.30 4.42 3.05 2.04 1.43 1.05 0.79 0.61

1 D + L 10.00 6.40 3.83 2.41 1.62 1.14 0.83 0.62 0.48

1.2

WS 9.60 6.14 3.83 2.41 1.62 1.14 0.83 0.62 0.48

2 D + L 9.29 6.02 4.20 3.10 2.38 1.88 1.53 1.26 1.06

WS 9.65 6.26 4.37 3.23 2.48 1.96 1.59 1.25 0.96

3 D + L 11.46 7.45 5.22 3.86 2.96 2.14 1.56 1.17 0.90

WS 11.89 7.74 5.43 3.81 2.55 1.79 1.31 0.98 0.76






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Allowable Uniform Loads (kN/m2): Base metal: aluminum

Nominal

Thickness

( T ) (mm)

No. of

Spans

Load

Case

Span (m)

1.00 1.25 1.50 1.75 2.00 2.25 2.50 2.75 3.00 3.25 3.50

0.7 + 0.5

1 *D + L 14.82 9.49 6.59 4.84 3.71 2.93 2.37 1.96 1.65 1.40 1.14

**WS 15.20 9.73 6.76 4.96 3.80 3.00 2.43 2.01 1.69 1.42 1.14

2 D + L 9.94 7.14 5.35 4.14 3.29 2.67 2.21 1.85 1.58 1.36 1.18

WS 9.83 7.04 5.27 4.07 3.23 2.62 2.16 1.81 1.54 1.33 1.15

D + L 11.10 8.14 6.20 4.86 3.90 3.19 2.66 2.24 1.92 1.65 1.44 3

WS 11.01 8.04 6.11 4.79 3.84 3.14 2.61 2.20 1.88 1.62 1.39

Notes:












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Foam insulation tolerances according to bs en 13165: 2012

Fig

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es fo

r lo

w in

de

x (P

IR) In

su

lat

ion

Length & Width Tolerances

Dimensions (mm) Tolerances (mm) Dimensions (mm) Tolerances (mm)

<1000 ±5 2001 to 4000 ±10

1000 to 2000 ±7.5 >4000 ±15

Thickness Tolerance

Class Nominal Thickness (mm)

<50 50 to 75 >75

T2 ±2 ±3 +5,-3

Compressive Strength or Stress CS(10\Y)100 i.e. ≥100 kPa

Density ≥38 kg/m3

Thermal Conductivity (Initial Value) λD : 0.025 W/(m.K) @ T=35ºC & RH=60%

Thermal Conductivity (Aged Value) 0.0299 W/(m.K)

Dimensional Stability

Test Condition Relative Changes Level DS(TH)4

DS (70,90)

48 h, 70°C, 90% RH

Δεl % ≤1

Δεb

Δεd % ≤4

Water Vapor Transmission Water vapor diffusion resistance factor (µ) : 35 (un-faced foam)

General Code: PU-EN 13165-T2-DS(70,90)4-CS(10\Y)100-MU35

Notes: Common for PUR and PIR:

Nominal Thickness (min) : 50 mm for roof and wall

Length (max) : 16 m Width (max) : 1,000mm

Reaction to Fire meets Euro Class E Fire Classification

Approved by Dubai Municipality under certificate number:

CL10020138

Manufactured with aluminum foil facing or corrugated

metal sheet on both or either sides to be used as thermal

insulation sandwich panel.

n-Pentane is used as blowing agent; Chlorofluorocarbons

(CFC’s) haven’t been used in manufacturing of this

product.

n-Pentane blowing agent has ZERO ODP (Ozone Depletion

Potential) and low GWP (Global Warming Potential)

Foam insulation tolerances according to bs en 13165: 2012

Fig

ur

es fo

r (P

UR

) Ins

ula

tio

n

Length & Width Tolerances

Dimensions (mm) Tolerances (mm) Dimensions (mm) Tolerances (mm)

<1000 ±5 2001 to 4000 ±10

1000 to 2000 ±7.5 >4000 ±15

Thickness Tolerance

Class Nominal Thickness (mm)

<50 50 to 75 >75

T2 ±2 ±3 +5,-3

Compressive Strength or Stress CS(10\Y)100 i.e. ≥100 kPa

Density ≥38 kg/m3

Thermal Conductivity (Initial Value) λD : 0.029 W/(m.K) @ T=35ºC & RH=60%

Thermal Conductivity (Aged Value) 0.0326 W/(m.K)

Dimensional Stability

Test Condition Relative Changes Level DS(TH)3

DS (70,90)

48 h, 70°C, 90% RH

Δεl % ≤2

Δεb

Δεd % ≤6

Water Vapor Transmission Water vapor diffusion resistance factor (µ) : 35 (un-faced foam)

General Code: PU-EN 13165-T2-DS(70,90)3-CS(10\Y)100-MU35






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Values and specifications (mineral wool insulation core—semi-rigid slabs)

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ine

ra

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or

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sem

i-rig

id s

lab

s

Moisture Water repellent, non-hygroscopic, non-capillary, and does not absorb any moisture from the air.

Moisture has no effect on the stability of the slabs.

Fire Safety Non-combustible when tested in accordance with B8-476: Part 4 and A8TM E-136. Class I, when test-

ed in accordance with BS 476 part 7 and ASTM E - 84.

Biological Properties Rot-proof, non-hygroscopic, will not sustain vermin and won’t encourage growth of bacteria, mold or

fungi.

Physical Properties Asbestos-free and shot content is very low when tested as per ASTM C-1335 and BS-2972 Section 14.

Compatibility Compatible with all forms of material with which it can come in contact in normal industrial & build-ing applications.

Chemical Neutrality

Chemically neutral with a pH value of 7.3 when tested in accordance with BS-2972 : Section 22 and ASTM C-871 It will neither cause nor promote corrosion. It meets the requirements of ASTM C-795 the standard specification for thermal insulation for use in contact with austenitic stainless steel as per ASTM C-692 (Corrosion test) and ASTM C-871 (Chemical analysis). It contains low level of chlorides when tested in accordance with BS 2972 : Section 21, ASTM C-871 and AG I Q 135.

Thermal Conductivity Values*

Mean

Temperature (oC)

k-Value W/mK

100 kg/m3

k-Value W/mK

120 kg/m3

50 0.037 0.037

100 0.044 0.044

150 0.052 0.052

200 0.061 0.060

250 0.072 0.070

300 0.084 0.082

350 0.098 0.096

400 0.118 0.110

*The Mineral Wool that we use shows remarkably low thermal conductivity values with typical figures shown above as tested in accordance with BS 874, equivalent ASTM C177/C518 (180 8302/180 8301) & DIN 52612 standards.

Acoustic Values**

Hz 100 kg/m3 120 kg/m3

125 0.23 0.23

250 0.66 0.66

500 1.05 1.05

1,000 1.07 1.06

2,000 1.05 1.05

4,000 0.97 0.97

**Typical sound absorption figures shown above are in accordance with BS 3638 & ISO 0354

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