tr 45/250 insulated roof & wall sandwich panel technical ... · technical data sheet tr 45/250...
Post on 07-Jul-2020
14 Views
Preview:
TRANSCRIPT
Technical Data Sheet
TR 45/250 Insulated Roof & Wall Sandwich Panel Page 1 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: info@Tigerprofiles.com
Website: Tigerprofiles.com
Re
v 02 0
4-De
c-14
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)
Technical Data Sheet
TR 45/250 Insulated Roof & Wall Sandwich Panel Page 2 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: info@Tigerprofiles.com
Website: Tigerprofiles.com
Re
v 02 0
4-De
c-14
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 .
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
Technical Data Sheet
TR 45/250 Insulated Roof & Wall Sandwich Panel Page 3 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: info@Tigerprofiles.com
Website: Tigerprofiles.com
Re
v 02 0
4-De
c-14
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 .
Allowable Uniform Loads (kN/m2): Base metal: Steel
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
Technical Data Sheet
TR 45/250 Insulated Roof & Wall Sandwich Panel Page 4 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: info@Tigerprofiles.com
Website: Tigerprofiles.com
Re
v 02 0
4-De
c-14
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 .
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)
0.50 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
Section Properties (per meter width) 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 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
Allowable Uniform Loads (kN/m2): Base metal: Steel
Allowable Uniform Loads (kN/m2): Base metal: Steel
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)
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)
0.70 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
Allowable Uniform Loads (kN/m2): Base metal: Steel
Technical Data Sheet
TR 45/250 Insulated Roof & Wall Sandwich Panel Page 5 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: info@Tigerprofiles.com
Website: Tigerprofiles.com
Re
v 02 0
4-De
c-14
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 .
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)
0.70 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
Section Properties (per meter width) 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 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
Allowable Uniform Loads (kN/m2): Base metal: Steel
Allowable Uniform Loads (kN/m2): Base metal: Steel
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. 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)
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)
0.90 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
Allowable Uniform Loads (kN/m2): Base metal: Steel
Technical Data Sheet
TR 45/250 Insulated Roof & Wall Sandwich Panel Page 6 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: info@Tigerprofiles.com
Website: Tigerprofiles.com
Re
v 02 0
4-De
c-14
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 .
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 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
Technical Data Sheet
TR 45/250 Insulated Roof & Wall Sandwich Panel Page 7 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: info@Tigerprofiles.com
Website: Tigerprofiles.com
Re
v 02 0
4-De
c-14
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 .
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
Technical Data Sheet
TR 45/250 Insulated Roof & Wall Sandwich Panel Page 8 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: info@Tigerprofiles.com
Website: Tigerprofiles.com
Re
v 02 0
4-De
c-14
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 .
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:
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
Technical Data Sheet
TR 45/250 Insulated Roof & Wall Sandwich Panel Page 9 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: info@Tigerprofiles.com
Website: Tigerprofiles.com
Re
v 02 0
4-De
c-14
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 .
Foam insulation tolerances according to bs en 13165: 2012
Fig
ur
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
Technical Data Sheet
TR 45/250 Insulated Roof & Wall Sandwich Panel Page 10 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: info@Tigerprofiles.com
Website: Tigerprofiles.com
Re
v 02 0
4-De
c-14
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 .
Values and specifications (mineral wool insulation core—semi-rigid slabs)
Fig
ur
es fo
r m
ine
ra
l wo
ol in
sula
tio
n c
or
e—
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
top related