PROFILES AND CLADDING DIVISION - Dana Steel UAE of DANA Insulated Sandwich Panels DANA Sandwich Panels are manufactured in automatic sandwich panel press with Polyurethane foam injection

PROFILESAND CLADDINGDIVISION

www.danagroups.com

We aspire to be the global steel industry benchmark for the world’s most reliable and innovative steel manufacturer, service and solution provider in the steel industry.

To maximize value for our worldwide client base by supply of high quality steel products, providing related services and solutions while utilizing innovative technologies and a team of motivated employees, focused on continuous improvement, highest business standards, work ethics and corporate citizenship.

VISION

MISSION

Dr. Birbal Singh DanaFounder, Chairman & Managing Director

Dr. Birbal Singh Dana was formally a General surgeon by profession.He had a commendable stint at the University Hospital of Libya for over 15 years where he rose to the position of the Head of Department of Surgery, before he took to entrepreneurship in 1991. Having sound business acumen, he put his principles of honesty, diligence and patience to practice in his venture.

A person with vision and vigor, he has been the principal force behindthe phenomenal growth of the Group and under his leadership the

business house in the Middle East.

Dana Group of Companies from the time of its inception in 1991 has strongly believed in a

has only seen a phenomenal growth and has grown into a family of over 500 hard-working professionals committed to serving Dana Group’s customers.

The Group has successfully expanded its operations to several countries with the corporate

Iraq, West-Africa and South-Africa, manufacturing units backed by highly experienced R&D personnel in UAE, Libya and India.

ABOUT THE GROUP

relationship with all our customers and suppliers.

We are passionate about achieving results that exceeds expectations.

We believe our employees are our greatest asset.

We embrace change and are on the lookout to seize new opportunities at all time.

We scale to seek heights of excellence in all that we do.

CORE VALUES

DANA GROUP : PROFILES AND CLADDING DIVISION DANA GROUP : PROFILES AND CLADDING DIVISION 2 3

DANA GROUP OF COMPANIESSeven Eagles International Trading L.L.C., U.A.E.

Being one of the world’s most geographical -

the company has successfully established a laudable position among its customers and become a go to name for all kinds of steel requirements, be it in construction, oil

for that matter.

Delta Steel Industries FZC

WATER HEATER AND COOLER MANUFACTURING DIVISIONEstablished in the year 2010, to cater to the booming Libyan construction sector, this division manufactures and exports water heaters, coolers and chillers.

COIL AND PLATE SERVICE DIVISIONThis one of a kind manufacturing facility with a max coil load of 30 T, it was established as a part of Dana’s expansion plan. This unit boasts of imported machin -ery that is capable of handling thickness in the range of 4-18 mm and 200 mm wide.

Dana Steel Processing Industry

This is unit of Dana Group at U.A.E has 2 major divisions with 2 plants in Ajman & Dubai :

CABLE MANAGEMENT SYSTEMS DIVISIONEquipped with modern technology and infrastructure this division manufactures the below products that are supplied to various power plants, electricity boards, engineering organizations, etc. Cable Trays / Ladders Trunkings & accessories Perforated sheets

PROFILES & CLADDING DIVISIONThis division’s production capacity has increased manifold in the recent past and manufactures the following

channels, hat channels) Sandwich Panels GI lintels Purlins

Dana Water Heaters & Coolers

This manufacturing unit Located in Al-Quoz Industrial Area is equipped with state-of-the-art facilities and is run by a dedicated team of skilled experts with sound technological knowl -edge.

The unit manufactures a wide range of products which include Water heater Water coolers Water Chillers Heat Pumps Water dispensers

Dana Steels Pvt. Ltd.

Apika Enterprises, India

An outstanding manufacturing facility spread over an area of 35000 sq.m is equipped with Hi-Tech Contemporary Machinery. A unit of 200 skilled personnel manufactures high quality ERW pipe tubes (Electric resistance welded pipes, tubes, hollow sections)

Sca�olding & formwork systems

Dana Steels is the proud supplier to leading contractors & infrastructure development

Apika Enterprises is a manufacturing facil -ity and an Import -Export house headquar -tered in Jaipur, India. Employing over 50 skilled personnel, the unit manufactures steel utensils on a mass scale. With trading

endeavors to serve the B2C market. It also deals with import and export of plant ma -chinery and other hardware products for the domestic and overseas market.

Dana Hospitals Pvt. Ltd.

specialty private hospital in the capital city of Rajasthan. With a vision to make world-class medical care available to the common man, Dr. B.S.Dana is aiming to establish state-of-the-art infrastructure to accomplish his goal. The hospital will serve patients from other nations as well through strategic tie ups with various CSR organizations.


PRODUCTS Panel Division

Sandwich Panels Z & C Purlins

Flashing & Trims

Decking Sheets

DANA Accessories

Sandwich Panels are used majorly in facades , partition wall ceilings, architectural claddings , Container constructions, machine coverings, warehouses, power plants and other industrial and commercial places. The panels are also used in cold rooms and food industry construction. Sandwich Panels consists of two outer metal sheets (steel , aluminum or other) with stabilizing core of insulation

Polyurethane, Polyi s ocyanurate, Rock Wool or EPS (Expanded Polystyrene). These panels are manufactured inside Dana Factory in U.A.E by injecting Polyurethane. Highly sophisticated sandwich panel press and foaming machine are employed to meet any requirements.

Dana Z & C purlins are manufactured by automatic Purlin rolling

purlins using screws. The range of purlins manufacturedby Dana varies in depth from 100mm to 450mm and thickness up to 3.0mm thereby allowing purlins to cater to much larger spans of up to 12.0meters.

Sheets of hot dipped galvanized steel or aluminum are rolled in rollforming machines to produce a linear corrugated pattern and are cut to

screws. Different pitch and depth corrugation patterns can be made as per order.

and trims along with accessories can be used for wide variety of panels,shingles and tiles.

sheets are manufactured by rolling machines using galvanized steel of thickness 0.70mm -1.50 mm. Floor decking sheet sticks very strongly into the concrete with strong rib and hence provide very strong structural platform.Roof Decking sheets provide excellent structural platform without need of purlin and framing underneath.Roof decking sheets can withstand various types of loads. Greater span are available up to 3.0 meters.

Dana Accessories like cladding screws , Aluminium Pop Rivets , Butyl Strips , Purlin Tape , Screw Cap , Silicon sealants etc are also provided as per customer requirements.


Highlights of DANA InsulatedSandwich Panels

DANA Sandwich Panels are manufactured in automatic sandwich panel press with Polyurethanefoam injection .Combination of wide variety of facing materials, surface patterns and insulationsoffer the customers a wide choice of panels to choose from.

Amount of heat (W) passing through a materialhaving surface of 1 M2 and thickness 1 M in orderto rise temperature by 1oC . Units are W/m K

Thermal conductivity divided by thickness of thematerial [ W / m2 K]

determined by the insulation value of the variousmaterials forming the panel . [ W / m2 K ] , KCal/m2h oC , BTU/ F t2 h oF

A

B

Mechanical Characteristic of Foam

Insulation Capacity

Plain Polyurethane (PUR)

Expanded Polystyrene (EPS)

Pre Painted Aluminum

Mill Finish Galvanized Steel

Mineral Wool / RockwoolPre Painted Galvanized Steel

Mill Finish AluZinc

Corrugated Polyisocyanurate (PIR)Mill Finish Aluminum

Pre Painted AluZinc

Top & Bottom SheetMaterial TypesSurface Finish Types Insulation Types

Aluminum

Galvanized Iron sheets ( GI)

Galvanized Iron sheets ( GI)

ASTM A653 or other equivalent standards like JIS 3302 , EN10326 /10327 , IS 277 with Zinc Coating G60 -180gms/m2 orG90 - 275 gms/m2

ASTM A792 with Coating AZ60-AZ180

GI Mill Finish

Aluminum Mill Finish

GI Mill Finish

Aluminum Mill Finish

GI PVDF Coated

Aluminum PVDF Coated

Alu Zinc alloy coated steel PVDF coated

GI PVDF Coated

Aluminum PVDF Coated

Alu Zinc alloy coated steel PVDF coated

Aluminum Foil 0.05mm thick

GI Polyester Coated

Aluminum Polyester Coated

GI Polyester Coated

Aluminum Polyester Coated

LinerTop Skin

Combinations of Top Skin and Liner

Thermal ConductivityValue

K value(Insulation Value)

U value(Total Insulation Value)

Lower the K value , better is insulation capabilityPlease Note

Polyurethane (PUR)

Expanded Polystyrene (EPS)

0.022 w/m 2K

0.035 w/m 2K

35-40 Kg/m3

16-24 kg/m3

Mineral Wool / Rockwool 0.04 w/m 2K80-150 kg/m3

Polyisocyanurate (PIR) 0.022 w/m 2K40-45 kg/m3

DensityOn Continuous System K value

1. Polyurethane Properties

Density

Shear Resistance

35-40Kg/m3 (as per BSEN 1602: 1997)

150 kpa ( as per ASTM 271/ 271M)

Compression Resistance 100 kpa (as per ASTM C165 : 2000)

Tensile Stress

Fire Property

150 kpa (as per BSEN 1608: 1997)

B2/ B3 as per DIN 4102-1

K Value - Thermal Conductivity 0.022 W/ mK

Tolerance + /- 0.002


C

D

E

Water Absorption of the foam after 24 hours: 1.0 % of Volume

Closed Cell content > 94%

Polyurethane Panel U Value Chart

40

0.525

0.451

0.092

75

0.290

0.247

0.050

50

0.420

0.361

0.074

100

0.210

0.181

0.037

Overall Heat Transfer

Core Thickness in mm

W / M2 oC

KCAL / M2 h oC

BTU / F t2 h oF

A

B

Mechanical Properties

2. Poly isocyanurate (PIR) Foam Properties

Density

Shear Resistance

40-45 Kg/m3 (as per BSEN 1602: 1997)

>100 kpa ( as per ASTM 271/ 271M)

Compression Resistance Greater than 100 kpa (as per ASTM C165 : 2000)

Tensile Stress

Fire Property

Greater than100 kpa (as per BSEN 1608: 1997)

Class 1 with less spread & smoke development, as per ASTM E84

ThicknessIn mm

Overall Heat

“ U “

35

0.67

60

0.40

50

0.47

40

0.60

75

0.31

100

0.24

A

B

C

D

Mechanical Properties

Insulation Capacity

Fire Properties

Fire Test Comparison

3. Mineral Wool Features - For Fire Rated Panels

Density 80-120 Kg/m3

Compression Resistance > 70 Kpa ( as per ASTM C165 : 2000 )

Thermal Conducting

Fire Property

>0.042 W/nk (Average)

> 750 oC melting point Al as per DIN 4102-1

Thickness of mineral Wool (mm)

U Value (W / m2 K)

50

0.76

100

0.37

80

0.47

K value - 0.042 W /mK

Please Note

Fire Resistance

Flame Spread Index

Smoke Development Index

> 750 o C melting point as per DIN 4102

0

0

CombustibilityA1 as per EN 13501Non combustible as per BS 476 : Part 4

<2.0 Mj/ Kg according to EN 13501

Class A

Class B

A1 (Mineral Wool Fire Rated Panels)

B1

Non-combustible materials

Flammable

A2

B2 ( PU Panel )

B3 ( PU Panel )

DesignationBuilding Material Class


Various options are available for surface coating of panels .Standard surface coating

Metallic Top Skin and the liner material ( other than Aluminium Coil ) can be supplied withsurface coating as follows :-

20 micron coat on the weathering side and 5/7 micron primer on the reverse.

Please Note

Types of DANAInsulated Sandwich Panels

DCP 35 / 200

DCP 45 / 250

DCP 45 / 150

Dana Flat Panel

T

4

5

LinerPolyurethane core thinckness(T) speci ed in T able

140 110

T

4

5

LinerPolyurethane core thinckness(T) s able

60 150 30 30 30

1000

10 0

20.5

4. 5 1. 5

10 0 10 0 10 0 10 0 10 0 100 10 0 10 0 100

202010

250

1000 mm (Covering Width)


(Covering Width)(Nominal Width)

Tounge and Groove Joint

1040

250

150


T

35/3

8

200


200

SANDWCH PANELS DCP 35(38)/200Sandwich Panel

Roof and Wall Panel


40

0.525

0.451

0.092

75

0.290

0.247

0.050

50

0.420

0.361

0.074

100

0.210

0.181

0.037



W / M2 K

KCAL / M2 h K

BTU / F t2 h oF

Section Properties and Load Chart

Aluminium Skin Sheet - 0.7 mm external, 0.5 mm internal

GI Skin Sheet - 0.5 mm external , 0.5 mm internal

A

B

COVERING WIDT H 1000m m

200m m

35/3

8

Polyester, Plastisol, ARS shall be applied on request.




40

0.525

0.451

0.092

75

0.290

0.247

0.050

50

0.420

0.361

0.074

100

0.210

0.181

0.037



W / M2 K

KCAL / M2 h K

BTU / F t2 h oF

SANDWCH PANELS DCP 45/250Sandwich Panel

T

4

5

1000mm (NOMINAL)

LinerPolyurethane core thinckness(T) speci�ed in T able

140 110

Roof and Wall Panel




A

B

250



250


SANDWCH PANELS DCP 45/150Sandwich Panel

Roof and Wall Panel


40

0.525

0.451

0.092

75

0.290

0.247

0.050

50

0.420

0.361

0.074

100

0.210

0.181

0.037



W / M2 oC

KCAL / M2 h oC

BTU / F t2 h oF

T

4

5

900mm (NOMINAL)

Linerable

60 150 30 30 30




A

B




GI


250

1000

45

Advantages:

• Water repellent• Excellent thermal insulation• Chemically inert• Non-combustible core• Foam, CFC, HCFC, free• NRC can be achieved 0.7 as per ASTM C 423

Applications Roof, Walls & Partitions

• Cover width : 1000 mm + 2 mm• Panel facings : Steel, GI, Aluminium or Aluzinc• External weather sheet : Polyester, PVF2, Platisol & ARS• Internal liner sheet : Polyester• Insulation core : Mineral Wool• Fire performance • External weather sheet gauge : From o.5 mm to 1 mm• Internal liner sheet gauge : 0.4 mm / 0.7 mm

(t) Panel Core Thickness

(mm)

I x (cm4)for 1m width

z top for 1m width

z bottomfor 1m width cm3

MomentkN m Top

MomentkN m Bottom

50 48 14 29 1.66 3.38

75 109 26 34 2.96 3.87

100 210 41 43 4.71 4.99

based on 0.7 mm external and 0.5 mm internal Aluminium skin

(t) Panel Core Thick-ness

(mm)

Allowable Uniform Loads kN/m2

1.0 m 1.5 m 2.0m 2.5m 3.0m 3.5m 4.0m 4.5m 5.0m

S D S D S D S D S D S D S D S D S D

50 13.27 18.53 5.90 5.49 3.32 2.32 2.12 1.19 1.47 0.69 1.08 0.43 0.83 0.29 0.66 0.20 0.53 0.15

75 23.70 41.88 10.53 12.41 5.93 5.24 3.79 2.68 2.63 1.55 1.93 0.98 1.48 0.65 1.17 0.46 0.95 0.34

100 37.72 80.67 16.76 23.90 9.43 10.08 6.03 5.16 4.19 2.99 3.08 1.88 2.36 1.26 1.86 0.89 1.51 0.65

fy Al 170 N/mm2

(t) Panel Thickness

(mm)

I x (cm4)for 1m width

z top for 1m width cm3

z bottomfor 1m width cm3

MomentkN m Top

MomentkN m Bottom

50 37 10 26 1.76 4.45

75 90 19 32 3.26 5.40

100 178 31 42 5.23 7.13

Based on 0.7 mm external and 0.5 mm internal GI skin

(t)Panel Thick-ness

(mm)

Allowable Uniform Loads kN/m2

1.0 m 1.5 m 2.0 m 2.5 m 3.0 m 3.5 m 4.0 m 4.5 m 5.0 m

S D S D S D S D S D S D S D S D S D

50 14.10 41.86 6.27 12.40 3.53 5.23 2.26 2.68 1.57 1.55 1.15 0.98 0.88 0.65 0.70 0.46 0.56 0.33

75 26.09 109.09 11.60 29.95 6.52 12.64 4.17 6.47 2.90 3.74 2.13 2.36 1.63 1.58 1.29 1.11 1.04 0.81

100 41.81 199.86 18.58 59.22 10.45 24.98 6.69 12.79 4.65 7.40 3.41 4.66 2.61 3.12 2.06 2.19 1.67 1.60

Assumes bond with insulation ensures that lateral sliding of scompression

Assumes bond with insulation ensures that lateral sliding of scompression

fy GI 250 N/mm2

DATA SHEETSANDWICH PANELS Rockwool 45/250Panels

1. CONTINUOUS CORRUGATED FENCING

1. DISCONTINUOUS CORRUGATED FENCING

1. Overlapped Sheets with no gap

1. Concrete blocks are used at every 2.0 meters interval

2. Sheets are supported every 2.5 meters with heavy galvanized ERW Pipes

2. Panel boards 2.0 * 2.0 meters are used

CORRUGATEDFENCING SHEETmaterials . Steel fence panels in GI , HDG , Powder coated form are available . Fencing corrugated sheets an be of any color as per customers requirements :- White(RAL 9002) , blue( RAL 5012) , Red , Grey(RAL 7031) or any other RAL Color .

Color Shade RAL 9002,RAL 5012,RAL 7031 or as per customer requirements).The thickness of

There are two kinds of fencing provided by DANA STEEL :–

1) CONTINUOUS CORRUGATED FENCING - in which the corrugated steel sheets are overlapped such that there is no gap in the fence and it is a continuous stretch of fencing with no gap in the middle or at the bottom.Such fence is usually back-stayed at regular intervals of 2.5 mtrs with heavy duty galvanized ERW pipes.

2) DISCONTINUOUS CORRUGATED FENCINGconcrete blocks at every 2 mtr intervals and are back-stayed at the junction.

Detailed drawings are submitted to clients for prior approval before fabrication.

FRONT ELEV ATION SIDE ELEV ATION

FRONT BL OCK

REAR BL OCK

REAR ELEV ATION SIDE ELEV ATION DET AIL-C

DET AIL-B

DET AIL-ABL OCK DET AILS


DANA SINGLE SKIN PROFILE SHEETS

DANA FACTORY GALLERY

cladding such as internal linings, external cladding and for industrial and commercial buildings.

Designed to cinciliate high static characteristic with reduced weight, these sheets guarantee

the optimization of the structure’s realisation costs while providing safe working platforms.

They are inexpensive

Allows rapid and rational execution

Minimum labour required for execution

Easy to dismantle for building transformations

Made to site measurement thus eliminating wastage and installation complications


SINGLE SKIN SHEETS DSS 35(38)/200Single Skin Sheets

COVERING WIDT H 1000m m

200

Z Topmm3

Z Bottommm3

Moment TopKN m

Moment BottomKN m

Thickness(t)(in mm)

Areamm2

Top in Compression Bottom in Compression

Section Properties (For 1 meter of coverage width)

0.5

0.6

0.7

4770 83660.55 0.97

5712

6649

10001

11623

0.66

0.77

1.15

1.34

574

689

804

Inertiamm4

107847

129418

150992

0.8

0.9

1

7582 132530.87 1.53

8512

9438

14831

16417

0.98

1.09

1.71

1.89

919

1034

1148

172568

194149

215734

1 21.5 2.5 31.25 2.25 2.751.75

WeightKg/m2

Panel CoreThickness

(in mm)

Number of Spans

Purlin Spacing in mm

Load Chart ( KN / M 2 )

1.610.5

1.930.6

2.250.7

2.580.8

2.90.9

3.221

2.91

3.49

4.07

4.65

5.23

5.81

0.37

0.44

0.52

0.59

0.66

0.73

0.87

1.04

1.21

1.38

1.56

1.73

0.20

0.23

0.27

0.31

0.34

0.38

0.16

0.19

0.23

0.27

0.30

0.34

1.49

1.79

2.09

2.38

2.68

2.98

0.26

0.32

0.37

0.42

0.47

0.52

0.17

0.20

0.24

0.28

0.31

0.35

0.55

0.66

0.77

0.88

0.98

1.09

5.46

6.55

7.64

8.72

9.82

11

0.69

0.83

0.97

1.10

1.24

1.38

1.63

1.95

2.28

2.60

2.93

3.25

0.36

0.43

0.50

0.57

0.64

0.71

0.32

0.39

0.46

0.53

0.60

0.67

2.81

3.37

3.93

4.49

5.05

5.61

0.49

0.59

0.68

0.78

0.87

0.97

0.33

0.40

0.47

0.54

0.61

0.68

1.03

1.23

1.44

1.64

1.85

2.05

Single

Single

Single

Single

Single

Single

Multi

Multi

Multi

Multi

Multi

Multi

Aluminium Skin SheetA

Z Topmm3

Z Bottommm3

Moment TopKN m

Moment BottomKN m

Thickness(t)(in mm)

Areamm2



0.5

0.6

0.7

4770 83660.81 1.42

5712

6649

10001

11623

0.97

1.13

1.70

1.97

574

689

804

Inertiamm4

107847

129418

150992

0.8

0.9

1

7582 132531.29 2.24

8512

9438

14831

16417

1.44

1.60

2.52

2.79

919

1034

1148

172568

194149

215734


1 21.5 2.5 31.25 2.25 2.751.75

WeightKg/m2

Panel CoreThickness

(in mm)

Number of Spans


4.670.5

5.600.6

6.540.7

7.470.8

8.400.9

9.341

6.82

8.17

9.51

10.84

12.17

13.49

1.07

1.28

1.50

1.71

1.92

2.13

2.53

3.03

3.53

4.04

4.54

5.04

0.55

0.66

1.77

0.88

0.99

1.10

0.34

0.46

0.55

0.69

0.8

0.8

4.36

5.23

6.09

6.94

7.79

8.64

0.76

0.90

1.05

1.20

1.35

1.50

0.45

0.56

0.67

0.78

0.89

1

1.59

1.91

2.23

2.54

2.86

3.18

8.53

10.21

11.89

13.56

15.22

16.87

2.01

2.41

2.81

3.21

3.61

4.01

3.80

4.54

5.29

6.03

6.77

7.50

1.04

1.24

1.45

1.65

1.86

2.06

0.85

1

1.2

1.44

1.65

1.8

5.46

6.54

7.61

8.68

9.74

10.80

1.42

1.70

1.98

2.26

2.54

2.82

0.94

1.14

1.35

1.55

1.76

1.94

2.79

3.34

3.89

4.43

4.97

5.51

Single

Single

Single

Single

Single

Single

Multi

Multi

Multi

Multi

Multi

Multi

Steel Skin SheetB

35/ 3

8


45

900

930

150

90 60

R 1.530 X25

150150 150150150

+ 6- 4

SINGLE SKIN SHEETS DSS 45/150Single Skin Sheets

Z Topmm3

Z Bottommm3

Moment TopKN m

Moment BottomKN m

Thickness(t)(in mm)

Areamm2



0.5

0.6

0.7

7947 95190.92 1.10

9730

11306

11103

12952

1.12

1.30

1.28

1.49

643

792

900

Inertiamm4

197063

236467

275869

0.8

0.9

1

12832 14801.48 1.71

14505

16085

16537

17333

1.67

1.86

1.91

2.11

1029

1157

1286

315272

354676

394115

1 21.5 2.5 31.25 2.25 2.751.75

WeightKg/m2

Panel CoreThickness

(in mm)

Number of Spans



1.830.5

2.200.6

2.270.7

2.930.8

3.300.9

3.671

5.31

6.37

7.43

8.48

9.54

10.60

0.34

0.41

0.47

0.54

0.61

0.67

1.06

1.27

1.47

1.68

1.89

2.10

0.15

0.17

0.20

0.23

0.25

0.28

0.12

0.14

0.17

0.20

0.22

0.25

2.18

2.61

3.05

3.48

3.92

4.35

0.22

0.26

0.30

0.34

0.38

0.42

0.13

0.15

0.18

0.21

0.23

0.26

0.57

0.69

0.80

0.91

1.03

1.14

9.40

11.50

13.36

15.17

17.14

19.01

1.26

1.51

1.76

2.01

2.26

2.51

2.97

3.56

4.15

4.75

5.34

5.93

0.65

0.78

0.91

1.03

1.16

1.29

0.62

0.75

0.88

1

1.13

1.26

5.13

6.15

7.17

8.20

9.22

10.24

0.89

1.06

1.24

1.41

1.59

1.76

0.63

0.76

0.89

1.01

1.14

1.27

1.87

2.25

2.62

2.90

3.36

3.74

Single

Single

Single

Single

Single

Single

Multi

Multi

Multi

Multi

Multi

Multi


Z Topmm3

Z Bottommm3

Moment TopKN m

Moment BottomKN m

Thickness(t)(in mm)

Areamm2



0.5

0.6

0.7

7947 95191.35 1.61

9730

11306

11103

12952

1.65

1.92

1.88

2.20

643

792

900

Inertiamm4

197063

236467

275869

0.8

0.9

1

12832 14802.18 2.52

14505

16085

16537

17333

2.46

2.73

2.81

3.11

1029

1157

1286

315272

354676

394115

1 21.5 2.5 31.25 2.25 2.751.75

WeightKg/m2

Panel CoreThickness

(in mm)

Number of Spans



5.320.5

6.380.6

7.440.7

8.510.8

9.570.9

10.641

11.36

13.91

16.16

18.34

20.73

22.98

1.95

2.34

2.72

3.11

3.50

3.89

4.61

5.53

6.44

7.36

8.28

9.20

1

1.20

1.40

1.60

1.80

2

0.97

0.99

1.37

1.53

1.77

1.79

7.27

8.90

10.33

11.74

13.27

14.71

1.37

1.64

1.92

2.19

2.46

2.73

0.98

1

1.38

1.54

1.78

1.80

2.90

3.48

4.06

4.64

5.22

5.80

14.21

17.40

20.21

22.94

25.93

28.75

3.56

4.35

5.06

5.74

6.49

7.19

6.32

7.73

8.99

10.20

11.52

12.78

1.88

2.26

2.63

3.01

3.38

3.76

1.84

2.21

2.59

2.98

3.35

3.73

9.10

11.13

12.94

14.68

16.59

18.40

2.58

3.09

3.61

4.12

4.63

5.15

1.85

2.22

2.60

2.99

3.36

3.74

4.64

5.68

6.60

7.49

8.47

9.39

Single

Single

Single

Single

Single

Single

Multi

Multi

Multi

Multi

Multi

Multi

Steel Skin SheetB


SINGLE SKIN SHEETS DSS 45/250Single Skin Sheets

1 21.5 2.5 31.25 2.25 2.751.75

WeightKg/m2

Panel CoreThickness

(in mm)

Number of Spans

Purlin Spacing in mtr


1.610.5

1.930.6

2.250.7

2.510.8

2.890.9

3.211

4.47

5.37

6.26

7.15

8.04

8.94

0.29

0.34

0.40

0.46

0.51

0.57

0.89

1.07

1.24

1.42

1.60

1.77

0.12

0.15

0.17

0.19

0.22

0.24

0.08

0.11

0.11

0.20

0.16

0.20

1.84

2.20

2.57

2.93

3.30

3.67

0.18

0.22

0.25

0.29

0.32

0.36

0.09

0.12

0.12

0.14

0.17

0.21

0.49

0.58

0.68

0.77

0.87

0.96

6.53

7.82

9.11

10.39

11.67

12.95

1.06

1.27

1.48

1.69

1.90

2.11

2.50

3

3.50

4

4.50

5

0.55

0.66

0.76

0.87

0.98

1.09

0.51

0.60

0.70

0.80

0.94

1.05

4.19

5.01

5.83

6.65

7.47

8.29

0.75

0.90

1.04

1.19

1.34

1.49

0.52

0.63

0.71

0.82

0.95

1.06

1.58

1.89

2.21

2.52

2.84

3.15

Single

Single

Single

Single

Single

Single

Multi

Multi

Multi

Multi

Multi

Multi


Z Topmm3

Z Bottommm3

Moment TopKN m

Moment BottomKN m

Thickness(t)(in mm)

Areamm2



0.5

0.6

0.7

5524 107530.64 1.24

6615

7705

12869

14965

0.76

0.89

1.48

1.73

591

709

827

Inertiamm4

166039

199241

232444

0.8

0.9

1

8791 170481.01 1.97

9874

10953

19117

21174

1.14

1.26

2.21

2.44

945

1063

1181

256548

298854

332062


1 21.5 2.5 31.25 2.25 2.751.75

WeightKg/m2

Panel CoreThickness

(in mm)

Number of Spans


4.670.5

5.600.6

6.540.7

7.470.8

8.400.9

9.341

7.9

9.46

1.07

12.57

14.12

15.65

1.64

1.97

2.30

2.62

2.95

3.28

3.52

4.21

4.90

5.59

6.28

6.96

0.85

1.01

1.18

1.35

1.52

1.68

0.69

0.88

0.99

1.13

1.33

1.44

5.06

6.06

7.05

8.05

9.04

10.02

1.16

1.39

1.62

1.85

2.08

2.30

0.76

0.98

1.01

1.23

1.43

1.59

2.45

2.94

3.42

3.91

4.40

4.89

9.88

11.83

13.78

15.72

17.65

19.58

2.48

2.96

3.45

3.94

4.42

4.90

4.40

5.26

6.13

6.99

7.85

8.70

1.59

1.90

2.21

2.52

2.83

3.14

1.2

1.12

2.01

2.33

2.6

2.97

6.33

7.57

8.82

10.06

11.30

12.53

1.96

2.33

2.73

3.11

3.49

3.87

1.4

1.3

2.11

2.43

2.7

3.03

3.23

3.89

4.50

5.14

5.77

6.40

Single

Single

Single

Single

Single

Single

Multi

Multi

Multi

Multi

Multi

Multi

Steel Skin SheetB

Z Topmm3

Z Bottommm3

Moment TopKN m

Moment BottomKN m

Thickness(t)(in mm)

Areamm2



0.5

0.6

0.7

5524 107530.94 1.82

6615

7705

12869

14965

1.12

1.31

2.18

2.54

591

709

827

Inertiamm4

166039

199241

232444

0.8

0.9

1

8791 170481.49 2.89

9874

10953

19117

21174

1.68

1.86

3.24

3.59

945

1063

1181

256548

298854

332062

Covering Width 1000

250

45 15

37.5 19 37 19 37.5

15


PERFORATED SHEETS

DP

DANASTANDARD

PERFORATION

DANA OFFERS

3mm hole and 5mm Pitch7mm hole and 20mm Pitch


DECKING SHEETS DSD 75/305Decking Sheets

914

305

15

40

40

25

A

B

C

D

Galvanized and Color Coated Steel of thickness 0.7mm to 1.5mm conforming to EN 10147 Fe 350 Z27/ ASTM A653 GD 350 G 90.

Hot dip galvanized with G90 or Z27 coating

Yield Strength 350 N/mm2

Polyester , Plastisol and ARS coating on request is applicable


2.663

3.352

3.290

24.55

2.784

3.581

3.440

2.540

3.134

3.139

31.63

2.656

3.348

3.281

2.438

2.953

3.012

38.8

2.549

3.155

3.149

2.350

2.801

2.903

45.78

2.457

2.992

3.034

2.273

2.670

2.809

42.86

2.377

2.852

2.936

2.206

2.556

2.725

59.94

2.306

2.730

2.849

2.146

2.455

2.651

67.02

2.244

2.623

2.772

28.07 36.16 44.24 52.33 60.42 68.51 76.60

2.896

3.796

4.243

2.762

3.549

3.967

2.6513.344

3.739

2.555

3.171

3.545

2.472

3.023

3.380

2.399

2.894

3.235

2.332

2.780

3.108

31.59

2.999

3.998

3.705

35.11

3.187

4.283

3.937

35.57

3.355

4.509

4.145

35.06

3.433

4.614

4.241

35.70

40.69

2.861

3.738

3.535

45.22

3.040

4.086

3.756

54.30

3.201

4.302

3.954

59.09

3.275

4.402

4.406

59.14

49.79

2.745

3.523

3.392

55.33

2.917

3.854

3.604

66.43

3.071

4.128

3.794

77.54

3.143

4.224

3.882

83.09

58.89

2.646

3.341

3.269

65.44

2.812

3.655

3.474

78.56

2.960

3.943

3.657

91.69

3.029

4.070

3.741

98.26

67.99 77.09 86.19

2.560 2.484 2.417

3.185 3.049 2.927

3.163 3.069 2.986

75.55 85.65 95.77

2.721 2.640 2.568

3.484 3.335 3.204

3.361 3.262 3.172

90.69 102.82 114.95

2.864 2.779 2.704

3.759 3.598 3.456

3.538 3.434 3.340

105.84 119.98 134.13

2.931 2.844 2.757

3.888 3.722 3.575

3.621 3.513 3.417

113.40 128.56 143.72

Permisble Span in mtr for construction stage - wt of concrete + LL 1.5 kN/m2

For 1mm with units mm-kg

SECTION PROPERTIES (per meter of coverage width)

9.66511.04412.42513.80516.56520.704

7.598.679.75

10.8313.00

16.24

92.402010.5601511.88010

13.2000715.8401119.80053

25.21328.774

32.32235.86342.91253.413

24.60828.08731.55835.020

41.91952.204

DECKING SHEETS DSD 45/150Decking Sheets

45

900

930

150

90 60

R 1. 530 X25

15015 0 150150150

+ 6- 4

lev oy can be supplied on request.

Polyester, Platisol and ARS coating on request is applicable.

7.433 27.414 3.733 3.8099.481 13.041 12.84111.227 11.45627.511 60.057

9.57 35.577 4.621 4.62312.190 16.691 16.69314.671 14.67235.577 83.178

8.494 31.743 4.127 4.12710.863 14.920 14.88713.103 13.09731.670 74.122

10.618 39.450 5.110 5.11113.544 18.422 18.44416.221 16.22239.377 92.189

16.16

20.73

18.34

22.98

4.06

5.22

4.64

580

6.44

8.28

7.36

9.20

1.40

1.80

1.60

2.00

10.33

13.27

11.74

14.8

1.92

2.46

2.19

2.73

2.72

3.50

3.2

3.89

20.03

25.93

22.94

28.75

6.60

847

7.49

9.39

8.99

11.52

10.20

12.78

2.63

3.38

4

3.76

12.94

16.59

14.47

18.40

3.7

4.63

4.12

5.15

5.06

6.49

5.74

7.19


ULTIMATE UNIFORM LOAD CAPACITIES (KN/m )2

Span in Meters

DANA C & Z PURLINS

Dana facilities are well equipped for producing Z- Purlins and C– Channels which are thesecondary structural members used to support the roof sheeting and the wall cladding.

Besides being economical to use, the Z-Purlins and C-Channels provide excellent strength to weight ratio. The Z and C Channels are manufactured from galvanized coils conforming to ASTM – A 653, Grade D with minimum yield strength of 345 Mpa. The range of purlins produced by Dana varies in depth from 100mm to 450 mm and the related thickness varies up to 3mm thereby allowing them to cater to large spans of up to 12.0 m.

based on individual client needs. The same is true of the anti-sag rods and connection

the connection to the main structure whether by utilizing the overlapped system or the sleeved system.

High strength to weight ratioEconomicalCan be used for large spans of up to 11m

Quick installationCustom made to requirement

Dx x

z

z

W

W

R

f1

L

f2

CGSCD

C

B

Rt

Y

Y

A

X

COLD FORMED “C” PURLINS

COLD FORMED “Z” PURLINS

Z Purlin C Purlin


COLD FORMED PURLINS “Z”

f1

f2

Y

r= t

t1x

D

16

16

Y

D=depth of section (mm)f1L=length of lip (mm)R =average bent radius (mm)t=steel thickness (mm)A=area of section (mm2)C.G =centre of gravity S.C =shear centre

lxx = moment of inertia about X-X axis (mm4)sxx = elastic section modulus about X-X axis (mm3)R = radius of gyration about about X-X axis (mm)lyy = moment of inertia about Y-Y axis (mm4)syy = elastic section modulus about Y-Y axis (mm3)ry = radius of gyration about about Y-Y axis (mm)rmin = radius of gyration about about Z-Z axis (mm)teta = angle between Z-Z axis and Y-Y axis (radians)

Normal units are in parenthesis

18O HOLES

(TYP .)

32 32B

B

4244

A

B==

18O HOLES(TYP .)

32 32BBL

35

4244

AD

35


PURLIN/GI RT BUTT JOI NT

FL USH SIDEW ALL GI RT S ATMAIN FRAME STRAIGH T COL UMN

COLD FORMED PURLINS “C”

D =depth of section (in.)A C =length of lip (in.)R =average bent radius (in.)t =steel thickness (in.)A =area of section (in.2)C.G =centre of gravity S.C =shear centre

lxx =moment of inertia about X-X axis (in.4)Sxx =elastic section modulus about X-X axis (in.3)rx = radius of gyration about about X-X axis (in.)lyy =moment of inertia about Y-Y axis (in.4)Syy =elastic section modulus about Y-Y axis (in.3)ry =radius of gyration about about Y-Yaxis (in.)x =distance from centre of web to centre of gravity (in.)e =distance from centre of web to shear centre (in.)

Normal units are in parenthesis

18O HOLES

(TYP .)

32 32==

4244

AB

CGSCD

CB

Rt

Y

Y

A

CGSCD

C

B

Rt

Y

Y

A

X

PURLIN FIXING DETAILS


Cable Flashing Details Sandwich Panel

SI TE MEASUREME NT

150

GABLE TRI M

SANDWIC HWALL P ANE L

POP RIVE T

POP RIVE T ROOF P ANE L

PURLI N

GABLE RAFTE R

Sill Flashing Details Sandwich Panel

Cable Flashing Details Single Skin

COLUMN

SILL FL ASHING

BL OCK WALL

110

10

200

35

Sill Flashing Details Sandwich Panel

SI TE MEASUREME NT

150

SINGLE SKI NWALL PANE L

POP RIVE T

SINGLE SKI NROOF P ANEL

PURLIN

GABLE RAFTE R

35

COLUMN

COLUMN

SILL FLASHING

SINGLE SKIN WALL CLADDING

BL OCK WALL

110

10

200

35

INSTALLATION DETAILS

Side Detail

Top and Bottom Detail

WINDOW CLEAR OPNG.

WINDOW B Y OTHERS

SIDE GIR TH SIDE GIR TH

25

20

75

58

20

75

58

25

310

310

CL OSURE TRI MSANDWICH WALL PANE L CL OSURE TRI M SANDWICH WALL PANE L

110

10

DRIP FLASHING

SANDWICH

WALL PANEL

SANDWICH

WALL PANEL

BOTT OM FLASHING

310

20

COL UMN

WIN

DO

W C

LEA

R O

PEN

ING

25

75

35

75

20

FLASHING AND TRIMS


CURVED EAVES

CURVED PANE L

SANDWICH

WALL P ANEL

COLUMN

RAFTER

PU BOARD

LINER FLASHIN G

INSEAL T APE

SANDWICH ROOF P ANEL

Z - SP ACE R

100

OVE

RLA

P

150

OVER LA P

R300

SINGLE SKI N

WALL P ANEL

CURVED P ANEL

COLUMN

RAFTE R

INSEAL T APE

SANDWICH ROOF P ANE L

100

OVE

RLA

P

200

OVERL AP

Sandwich Panel

Single Skin

DANA ACCESSORIES

FILLER BLOCK

SCREW CAP

BUTYL STRIP

GRP TRANSLUCENT SHEETS

TYPE ‘B’

TYPE ‘A’

POP BLIND RIVETS

SHEAR RESISTANCE: 592 daNTEAR RESISTANCE: 724 daN

hexagonal head f the screw and cover washer.

end laps (special U shape strip available for double seal on end laps), joining single skin roof lights

using clear UV stabilised Polyester Resins reinforced with Powder Donded “E” Grade

from reputed manufacturers.Particular care is taken to see there are no air pockets in the laminate and the surface which is not in contact with the Mould is top coated to provide closed surface which increases the life of Transcluscent Sheet.We use GRP Moulds for manufacturing our Transcluscent Sheets.

Thread of 1,81:steel purlins exceeding

3mm ThicknessScrew with Ф 19mm washer 6,3 x 20mm6,3 x 80mm6,3 x 110mm

Thread of 2,54 : Pointed end• On wood purlins• On steel purlins

3mm ThicknessScrew with Ф 19mm washer 6,5 x 25mm6,5x 70mm6,5x 130mm

Sealed type: 99.5% Pure Aluminium

Material composition to BS 1475 A 199.5Mandrel: Aluminium (A)PD 68A 48 x 11.4mmTensile 1060N Strength (240lbf) Shear 1060 NStrength (240lbf)


Documents

PROFILES AND CLADDING DIVISION - Dana Steel UAE of DANA Insulated Sandwich Panels DANA Sandwich Panels are manufactured in automatic sandwich panel press with Polyurethane foam injection