DANA B-2

8/10/2019 DANA B-2

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PROFILESANDCLADDING

DIVISION

www.danagroup.com

8/10/2019 DANA B-2


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 company has come to be the most respected and widely

diversied business house in the Middle East.

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

centric approach and this has been the norm followed across the corporate oce, showrooms,

manufacturing units, trading companies and associate oces.

With an annual turn-over of US$500 million in the nancial year of 2004-2005, the company

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

oce and showrooms in Dubai, trading companies in India and Dubai, associate oces in Libya,

Iraq, West-Africa and South-Africa, manufacturing units backed by highly experienced R&D

personnel in UAE, Libya and India.

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 baseby 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

DANA GROUP : PROFILES AND CLADDING DIVISION DANA GROUP : PROFILES AND CLADDING DIVISION

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8/10/2019 DANA B-2


Seven Eagles InternationalTrading L.L.C., Dubai U.A.E.

Dana Hospitals Pvt. Ltd.

Dana Steel Processing Industry

Being one of the world’s most geo-

graphically diversied steel importersand stockiest, 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 construc-

tion, oil eld industries, fabricators or

even traders for that matter.

Dana hospitals would be the rst multi-

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 aim-

ing to establish state-of-the-art infra-structure to accomplish his goal. The

hospital will serve

patients from other nations as well as

well through strategic tie ups with vari-

ous CSR organizations.

Its customers and become a go to name

for all kinds of steel requirements, be it

in construction, oil eld industries, fabri-

cators or even traders for that matter.

This is unit of Dana Group at U.A.E has 2

major divisions :

CABLE MANAGEMENT SYSTEMS DIVISION

Equipped 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 DIVISION

This division’s production capacity has

increased manifold in the recent past and

manufactures the following

Insulated composite proled panels

Drywall metal proles(studs/tracks/furring, channels, hat

channels)

Proled cladding sheets

Sandwich Panels

GI lintels

Purlins

Apika enterprises

Delta Steel Industries FZC,

Dana Water Heaters & Coolers

Manufacturingfacility located in Jaipur,

India. Employing over 50 skilled person-

nel, manufacturing steel utensils on amass scale. With trading oces at New

Delhi and Mumbai, India,

it endeavors to serve the B2C market,

import and export of plant machinery

and other hardware products for the

domestic and overseas market.

WATER HEATER AND COOLER

MANUFACTURING DIVISION

Established in 2010, to cater to the

booming Libyan construction sector,

this division manufactures and ex-ports water heaters, coolers and

chillers.

COIL AND PLATE SERVICE DIVISION

With a max coil load of 30 T, it was

established as a part of Dana’s ex-

pansion plan. This unit boasts of

mported machinery that is capable

of handling thickness in the range of

4-18 mm and 200 mm wide.

Located in Al-Quoz Industrial Area is

equipped with state-of-the-art facilities

and is run by a dedicated team of skilledexperts with sound technological knowl-

edge.

The unit manufactures a wide range of

products which include

Water heater Water coolers

Water Chillers Heat Pumps

Water dispenser’s

Dana Steels Pvt. Ltd.

An outstanding manufacturing facility

spread over an area of 35000 sq.m is

equipped with Hi-Tech ContemporaryMachinery. A unit of 300 skilled

personnel manufactures high quality

ERW pipe tubes

(Electric resistance welded pipes,

tubes, hollow sections)

Scaffolding & formwork systems

Dana Steels is the proud supplier

to leading contractors &

infrastructure development

companies in India and abroad.

DANA GROUP COMPANIES


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SANDWCH PANELS

3 5 ( h )

COVERING WIDTH 1000mm

BOTTOM

200mm

DCP 35(38)/200Sandwich Panel

Specications

38/200 PUInsulated Panel

Top Skin

Thickness(mm)

CombinedConductivity

Wm2oC

0.5

PU 0.419 0.2260.326 0.187

2450 37502850 4300

Steel SteelSteel Steel

2400 34502750 3900

Alum AlumAlum Alum

0.7 2850 43503350 50002800 40003200 4500

0.9 3150 48503700 55503100 42003650 4550

35 8050 100

INSULATION THICKNESS (IT mm)

Allowable-Span (mm)


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8/10/2019 DANA B-2


Based on PU Density average 35 Kg/cu.m, based on thermal conductivity 0.019 W/m Deg. CPlease Note

T

4 5

1000mm (NOMINAL)

LinerPolyurethane core thinckness(T) specified in Table

20140 110230

SANDWCH PANELSDCP 45/250Sandwich Panel

DCP 45/250 Thermal Values

Polyurethane

Core Thickness

Overall HeatTransfer

Coecient

Additional value ofinsulation in

corrugated area%

Wm2ooC 0.63 0.240.380.48 0.19

BTU/Ft2hooF 0.11

34

0.0460.069

1320

0.083

25

0.037

10

KCAL/m2ooC 0.52 0.220.340.40 0.18

mm T=40T=30 T=80T=50 T=100


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8/10/2019 DANA B-2


SANDWCH PANELSDCP 45/150Sandwich Panel

Allowable Working Load Chart

13.2750

(t)PanelThick-ness

(mm) S

1.0m

S

2.0m

S

3.0m

S

1.5m

S

2.5m

S S

3.5m 4.5m

S S

4.0m 5.0m

3.32 1.08 0.665.90 1.472.12 0.83 0.53

37.72100 9.43 3.08 1.8616.76 4.196.03 2.36 1.51

23.7075 5.93 1.93 1.1710.53 2.633.79 1.48 0.95

fy Al 170 N/mm2 permissible span - defection ratio=100

18.53

D D DD D D DD D

2.32 0.43 0.205.49 0.691.19 0.29 0.15

80.67 10.08 1.88 0.8923.90 2.995.16 1.26 0.65

41.88 5.24 0.98 0.4612.41 1.552.68 0.65 0.34

Allowable Working Load Chart

14.1050

(t)PanelThick-ness(mm)

S

1.0m

S

2.0m

S

3.0m

S

1.5m

S

2.5m

S S

3.5m 4.5m

S S

4.0m 5.0m

3.53 1.15 0.706.27 1.572.26 0.88 0.56

4.81100 10.45 3.41 2.0618.58 4.656.69 2.61 1.67

26.0975 6.52 2.13 1.2911.60 2.904.17 1.63 1.04

Permissible span - defection ratio=100

41.86

D D DD D D DD D

5.23 0.98 0.4612.40 1.552.68 0.65 0.33

199.86 24.98 4.66 2.1959.22 7.4012.79 3.12 1.60

109.09 12.64 2.36 1.1129.95 3.746.47 1.58 0.81

Sandwich or composite panels can be produced with external and internalsheets in various thickness, coatings and colors.

The insulation core is made of factory injected rigid Polyurethane foamwith closed cells and re retardant quality available upon request.

The insulation core can be produced in various thicknesses with thermalinsulation values as shown on the right.

Overview

T

4 5

900mm (NOMINAL)

LinerPolyurethane core thinckness(T) specified in Table

60150 303030

48 1.66

210 4.71

109 2.96

14 3.38

41 4.99

26 3.87

50 29

Based on 0.7mm external and 0.5mm internal Aluminium skin

100 43

75 34

1x(cm4)for 1cm width

MomentkN m Top

z topfor 1m width cm3

MomentkN m Bottom

(t) Panel CoreThickness (mm)

z bottomfor 1m width cm3

37 1.76

178 5.23

90 3.26

10 4.25

31 7.13

19 5.40

50 26

Based on 0.5mm external and 0.5mm internal GI skin

100 42

75 32

1x(cm4)for 1cm width

MomentkN m Top

z topfor 1m width cm3

MomentkN m Bottom

(t) Panel CoreThickness (mm)

z bottomfor 1m width cm3


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8/10/2019 DANA B-2


General Feature

Mechanical Characteristic of the foam(At overall density of 35-37 kg/m3)

Tensile stress

Compression resistance

Sheer Resistance

Fire Property

Water abosorption of the foam

After 24 hours

Insulation Capacity

K value (Thermal Conductivity of PU)

0.022W/mK

Tolerance

+/- 0.002

: 150 kpa

: 100 kpa

: 100 kpa

: B3 as per DIN 4102 (B2 upon request)

: 1% of volume

A

C

B

SANDWCH PANELSDFP FlatSandwich Panel

LOW/MiCRO RIBBEDFLAT PANELS

25mm

75mm

50mm

35mm

100mm

0.76

0.29

0.38

0.54

0.19

PU Thickness w/m3


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SANDWCH PANELSRockwooland EPS Panels

Detail Joint

Advantages

Perfet Fire resistance with A1 grade

(EN 13501-1) inamable material

rockwool

Heat Insulation

Perfect acoustic solutions with

perfoorated models

Energy Saver

Economy in construction cost

Requires less joint splice as a

result of continious process

Easy installation

Color Variety

Long Life cycle

Environment friendly product

Foam, CC, HCFC free

Non Combustable

1020

1000

100

20.5

4.5 1.5

100 100 100 100 100 100 100 100 100

20

20

10


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Allowable Working Loads are in N/m2 and Limiting Deection L/200All are Nominal Values

= Single Span= Multi Span

Allowable Working Load Chart N/m2

STEEL

hickness(mm)

Span(mm)

Weight Kgs/

1000

Z-Top

1500

MI mm4 /M

1250

Z-Bottom

1750

2000

3.831

3863

4.789

4798

7.662

7527

4.405

4426

6.704

6629

5.746

5720

8.619

8412

4045

1717

5052

2132

7881

3345

4634

1967

6941

2946

5989

2542

8808

3739

101496

2473

125981

3071

197353

4817

116229

2832

173906

4243

150116

3661

220460

5384

7851

1262

966

9748

1567

1199

15230

2458

1882

8997

1445

1106

13432

2165

1657

11605

2335

1430

16997

2747

2103

4829 5997 94085532 82877150 10515

2146 2665 41812459 34823178 4673

3091 3838 60213540 53034576 6730

1577

1207

1958

1499

3072

2352

1806

1383

2706

2072

2335

1787

3433

2629

0.40 0.50 0.800.46 0.700.60 0.90


ALUMINIUM

Thickness(mm)

Span(mm)

Weight Kgs/

1000

Z-Top

1500

MI mm4 /M

1250

Z-Bottom

1750

2000

1.653

2225

2.314

3074

3.306

4306

1.984

2653

2.976

3902

2.645

3490

3.967

5100

5024

989

6941

1366

9723

1914

5989

1179

8808

1734

7881

1551

11514

2267

125981

1424

173906

1968

243231

2756

150116

1698

220460

2497

197353

2234

28776

3264

9748

632

423

13432

872

584

18735

1758

1308

11605

753

504

16996

1106

741

15229

990

663

22124

1443

967

2780 3842 53823316 48764362 6374

1236 1708 23921474 21671939 2833

1698 2469 34452122 31212792 4080

908

677

1255

935

1220

817

1083

807

1592

1185

1425

1061

2082

1547

0.50 0.70 1.000.60 0.900.80 1.20

SINGLE SKIN SHEETSDSS 35(38)/250Single Skin Sheets

3 8 ( h )

COVERING WIDTH 1000mm

200


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8/10/2019 DANA B-2


lowable Working Loads are in N/m2 and Limiting Deection L/200l are Nominal Values



ALUMINIUM

Thickness(mm)

Span(mm)

Weight Kgs/

1000

Z-Top

1500

MI mm4 /M

1250

Z-Bottom

1750

2000

1.837

3324

2.571

4592

3.674

6430

2.204

3962

3.306

5826

2.939

5214

4.408

7614

7671

1478

10605

2040

14866

2858

9147

1760

13464

2590

12044

2316

17616

3384

198571

2128

27441

2938

384540

4116

236756

2536

348329

3728

311630

3337

455519

4874

10389

996

667

14353

1376

922

20098

1929

1292

12385

1187

795

18210

1746

1170

16295

1563

1046

23798

2285

1530

4156 5740 80384954 72846518 9518

1846 2552 35722202 32372896 4230

2660 3674 51443170 46624170 6092

1356

1039

1875

1434

2625

2010

1618

1238

2378

1820

2128

1629

3108

2380

0.50 0.70 1.000.60 0.900.80 1.20

SINGLE SKIN SHEETSDSS 45/150Single Skin Sheets


STEEL

hickness(mm)

Span(mm)

Weight Kgs/

1000

Z-Top

1500

MI mm4 /M

1250

Z-Bottom

1750

2000

4.256

3863

4.789

4798

7.662

7527

4.895

4426

6.704

6629

5.746

5720

8.619

8412

6175

1717

5052

2132

7881

3345

7075

1967

6941

2946

5989

2542

8808

3739

159883

2473

125981

3071

197353

4817

183157

2832

173906

4243

150116

3661

220460

5384

8367

1262

966

9748

1567

1199

15230

2458

1882

9584

1445

1106

13432

2165

1657

11605

2335

1430

16997

2747

2103

4829 5997 94085532 82877150 10515

2146 2665 41812459 34823178 4673

3091 3838 60213540 53034576 6730

1577

1207

1958

1499

3072

2352

1806

1383

2706

2072

2335

1787

3433

2629

0.40 0.50 0.800.46 0.700.60 0.90

4 5

900

930

150

90 60

R 1 . 5 30 X 25

150150 150150150

+6-4


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DANASTANDARD

PERFORATION

DANA OFFERS

3mm hole and 5mm Pitch

7mm hole and 20mm Pitch

PERFORATED SHEETS

D

P


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8/10/2019 DANA B-2


DECKING SHEETSDSD 75/305Decking Sheets

Thickness Weight Area ShearTop in Compression Bottom in Compression

SECTION PROPERTIES (per meter of coverage width)

(mm)

0.70

0.90

1.20

0.80

1.00

1.50

7.283 71.761 5.548 5.1339.290 22.165 15.43716.687 20.70266.660 50.858

9.360

12.473

99.980

139.200

8.096

11.511

7.088

10.284

11.939

15.910

29.028

39.243

21.319

30.932

24.351

34.620

26.978

36.479

89.908

126.675

78.229

103.401

8.322 87.284 7.008 6.09110.614 25.650 18.31721.077 23.83278.133 66.288

10.398

15.592

112.882

179.717

9.213

15.090

8.122

13.739

13.263

19.888

32.421

49.566

24.430

41.319

27.706

45.383

30.137

46.050

101.948

165.205

86.670

128.978

Kg/m2

ix cm4

Ma KN-m Ma KN-mcm2

Sx Bottom cm3

Sx Bottom cm3

Sx Top cm3

Sx Top cm3

ix cm4

Va KN

Thickness No. of Spans Load Span in Meters

ULTIMATE UNIFORM LOAD CAPACITIES (KN/m2)

(mm)

0.70

0.90

1.20

0.80

1.00

1.50

SingleSpans

SingleSpans

SingleSpans

SingleSpans

SingleSpans

SingleSpans

44.387

64.770

92.090

56.066

73.701

120.722

11.620

16.190

22.541

14.134

18.279

29.101

2.995

4.172

5.809

3.642

4.710

7.499

Imposed Load

Imposed Load

Imposed Load

Imposed Load

Imposed Load

Imposed Load

18.452

25.709

35.794

22.444

29.026

46.212

3.986

5.553

7.731

4.848

6.270

9.982

28.408

41.453

58.937

35.882

47.169

77.262

5.467

7.617

10.606

6.650

8.600

13.692

7.785

10.846

15.100

9.469

12.245

19.496

2.307

3.214

4.474

2.805

3.628

5.776

MultiSpans

MultiSpans

MultiSpans

MultiSpans

MultiSpans

MultiSpans

55.484

80.962

115.112

70.082

92.127

150.902

18.117

26.437

37.588

22.884

30.082

49.274

5.650

7.872

10.960

6.872

8.888

14.150

Imposed Load

Imposed Load

Imposed Load

Imposed Load

Imposed Load

Imposed Load

24.659

35.983

51.161

31.148

40.945

67.068

7.520

10.477

14.588

9.147

11.830

18.834

35.510

51.816

73.672

44.852

58.961

96.577

10.316

14.372

20.010

12.547

16.227

25.835

13.871

20.241

28.491

17.521

23.032

36.784

4.352

6.063

8.442

5.293

6.846

10.899

41.063

56.704

82.274

48.726

64.980

109.909

13.408

18.516

26.865

15.911

21.218

35.889

4.172

5.628

7.929

4.891

6.381

10.341

Wind Load

Wind Load

Wind Load

Wind Load

Wind Load

Wind Load

18.250

25.202

36.566

21.656

28.880

48.849

5.554

7.490

10.554

6.509

8.494

13.764

26.280

36.291

52.656

31.185

41.587

70.342

7.618

10.275

14.477

8.929

11.651

18.880

10.266

14.176

20.569

12.182

16.245

26.882

3.214

4.335

6.107

3.767

4.915

7.965

51.329

70.880

102.843

60.908

81.225

137.387

16.760

23.145

33.581

19.888

26.522

44.861

6.787

9.373

13.599

8.054

10.740

18.167

Wind Load

Wind Load

Wind Load

Wind Load

Wind Load

Wind Load

22.813

31.502

45.708

27.070

36.100

61.061

8.213

11.341

16.455

9.745

12.996

21.982

32.850

45.363

65.820

38.981

51.984

87.927

10.139

14.001

20.315

12.031

16.044

27.138

12.832

17.720

25.711

15.227

20.306

34.347

5.703

7.876

11.427

6.768

9.025

15.028

No’s 1 1.75 2.75Case 1.5 2.51.25 2.252 3.00

914

305

15

40

4 0

25


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DECKING SHEETSDSD 45/150Decking Sheets

Allowable Working Loads are in N/m2 and Limiting Deection L/200All are Nominal Values



STEEL

Thickness(mm)

Span(mm)

Weight Kgs/

1000

Z-Top

1500

MI mm4 /M

1250

Z-Bottom

1750

2000

4.256

5773

5.321

7169

8.513

9777

4.895

6613

7.449

9904

6.385

8545

9.577

12565

6175

2566

7671

3186

12044

4345

7075

2939

10605

4402

9147

3798

13464

5584

159883

3695

198571

4588

311630

6257

183157

4243

274441

6338

236756

5496

348329

8041

8367

1885

1443

10389

2341

1792

16295

3192

2444

9584

2159

1653

14353

3234

2476

12385

2790

2136

18210

4103

3141

7216 8961 12218266 1237810682 15706

3207 3983 54313674 55024747 6980

4619 5735 78215290 79236836 10052

2356

1804

2926

2240

3990

3055

2699

2066

4042

3095

3488

2670

5128

3926

0.40 0.50 0.800.46 0.700.60 0.90

4

5

900

930

150

90 60

R 1 . 5 30 X 25

150150 150150150

+6-4

Specifcation

Aluminium proled sheet is 0.5 mm up to 1.2 mm thick al loy A3105-H16 Temper from t

ension leveled coils. Different alloy can be supplied on request.

GI and Alu Zinc coated steel prole sheets 0.4 to 0.9 mm thick as per ASTM A 653 for GI and

ASTM A 792 for Alu Zinc. Different grades can be supplied on request.

Painting is baked regular modied enamel polyester, with 5 micron primer and 20 micron coaton the weathering side and 5/7 micron primer on the reverse. PVDF, Silicon, Modied Polyes -

ter, Platisol and ARS coating on request is applicable.


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COLD FORMED PURLINS “Z”

PURLIN SECTION PROPERTIES AND ALLOWABLES

Section

Description

Thickness

Iyy

Weight

Allowable BM**

Lip

Ry

Sxx (t)

Ultimate BM*

Depth

Rx

Bend Radius

Allowable BM*

Bottom Flange

Syy (r)

Ixx (t)

Ultimate Shear

Top Flange

Syy (I)

Area

Allowable BM$

Lip Angle

Allowable Shear

Sxx (b)

Ultimate BM**

Ultimate BM$

Units

t mm

cm4

W Kg/m

Mawc KN-m

L mm

cm

cm3

Mug KN-m

1.5

36.06

3.33

3.12

16

2.92

19.39

5.32

2.0

57.93

5.10

5.66

16

3.01

34.43

9.64

2.5

71.01

6.86

9.60

16

2.87

52.39

16.36

2.0

47.09

4.44

4.40

16

2.90

25.43

7.49

1.5

44.26

4.12

5.09

16

2.90

32.41

8.67

1.5

64.34

4.78

5.82

16

3.27

42.73

9.92

1.5

44.26

3.81

4.14

16

3.03

26.20

7.05

2.0

57.94

5.49

7.07

16

2.88

42.65

12.05

2.0

84.40

6.37

9.07

16

3.25

56.32

15.46

D mm

cm

R mm

Mag KN-m

Wbf mm

cm3

cm4

Vu KN

142

5.66

2.0

3.35

45

5.20

135.26

22.42

172

6.76

2.0

6.08

60

7.82

291.55

43.90

202

7.76

3.0

10.31

60

9.60

521.59

70.19

142

5.64

2.0

4.72

45

6.82

177.34

44.92

202

7.83

2.0

5.46

60

5.94

322.76

15.45

232

9.00

2.0

6.25

70

7.57

487.09

13.37

172

6.79

2.0

4.45

60

5.95

221.87

18.29

202

7.80

2.0

7.60

60

7.81

424.67

37.00

232

8.97

2.0

9.75

70

9.95

641.96

31.98

Wtf mm

cm3

A mm2

Maws KN-m

Deg

Va KN

cm3

Muwc KN-m

Muws KN-m

50

5.39

421.82

2.23

45

14.92

18.72

4.95

3.54

65

8.10

638.19

4.04

45

29.21

33.38

8.98

6.41

65

9.98

865.30

6.86

45

46.70

50.92

15.23

10.88

50

7.07

558.19

3.14

45

29.89

24.54

6.98

4.98

65

6.18

526.82

3.63

45

10.28

31.51

8.07

5.76

75

7.94

601.82

4.16

45

8.90

41.28

9.23

6.59

65

6.17

481.82

2.96

45

12.17

25.41

6.57

4.69

65

8.11

698.19

5.05

45

24.62

41.46

11.22

8.02

75

10.44

798.19

6.48

45

21.28

54.40

14.40

10.28

142Z15 172Z20 202Z25142Z20 202Z15 232Z15172Z15 202Z15 232Z25

PURLIN SECTION PROPERTIES AND ALLOWABLES

Section

Description

Thickness

Iyy

Weight

Allowable BM**

Lip

Ry

Sxx (t)

Ultimate BM*

Depth

Rx

Bend Radius

Allowable BM*

Bottom Flange

Syy (r)

Ixx (t)

Ultimate Shear

Top Flange

Syy (I)

Area

Allowable BM$

Lip Angle

Allowable Shear

Sxx (b)

Ultimate BM**

Ultimate BM$

Units

t mm

cm4

W Kg/m

Mawc KN-m

L mm

cm

cm3

Mug KN-m

2.5

103.67

7.96

11.68

16

3.24

69.34

16.91

2.0

95.31

6.90

10.86

16

3.31

68.33

18.50

3.0

292.50

11.73

21.98

18

3.68

133.12

37.45

2.0

95.30

6.71

10.18

16

3.35

64.15

17.34

2.5

117.15

8.63

13.82

16

3.29

84.23

23.55

2.5

227.48

10.97

21.19

18

4.04

141.01

36.10

2.5

117.14

8.39

12.93

16

3.34

79.05

22.03

2.5

171.05

9.79

18.14

18

3.70

111.79

30.91

3.0

269.63

13.14

26.21

18

4.02

168.06

44.66

D mm

cm

R mm

Mag KN-m

Wbf mm

cm3

cm4

Vu KN

232

8.93

3.0

12.55

70

12.26

790.24

63.56

262

10.04

3.0

11.66

72

10.75

878.84

28.16

302

11.52

3.0

23.61

82

20.33

1978.11

82.26

250

9.63

3.0

10.93

72

10.75

786.90

29.57

262

10.02

3.0

14.84

72

13.25

1083.18

55.84

342

13.04

3.0

22.76

92

20.70

2377.02

41.71

250

9.60

3.0

13.88

72

13.26

969.52

58.69

302

11.54

3.0

19.48

82

17.13

1661.13

47.44

342

13.02

3.0

28.15

92

24.59

2823.95

72.29

Wtf mm

cm3

A mm2

Maws KN-m

Deg

Va KN

cm3

Muwc KN-m

Muws KN-m

75

12.87

990.30

8.35

45

42.29

66.95

18.54

13.24

80

11.35

872.19

7.76

45

18.74

65.89

17.23

12.30

90

21.35

1491.80

15.70

45

54.73

128.95

34.87

24.90

80

11.34

848.19

7.27

45

19.68

61.80

16.15

11.53

80

13.99

1082.80

9.87

45

37.15

81.20

21.92

15.66

100

21.65

1397.30

15.13

45

27.75

137.06

33.61

24.01

80

13.99

1052.80

9.23

45

39.05

76.13

20.51

14.65

90

17.99

1247.30

12.96

45

31.56

108.29

28.78

20.56

100

25.72

1671.80

18.72

45

48.09

163.35

41.58

29.708

232Z25 260Z20 302Z30250Z20 262Z25 342Z25250Z25 302Z25 342Z30

18O HOLES

(TYP.)f1

f2

Y

r=t

t1x

32 32B

B D

1 6

1 6

4 2

4 4

A

B==

Y

18O HOLES

(TYP.)f2

f1

r=t

32 32BB

L

35

4 2

4 4

A D D

1 6

1 6

35

t


26 27

8/10/2019 DANA B-2


18O HOLES

(TYP.)A

32 32==

4 2

4 4

A B B

1 5

A

1 5

COLD FORMED PURLINS “C”

COLD FORMED

“Z” PURLINS

COLD FORMED

“C” PURLINS

50

59

59

70

50

59

59

50

59

59

70

70

59

70

59

4215

0218

7218

3218

4220

0225

7225

4218

0220

7220

3220

3225

7215

3215

0215

520

630

570

720

520

630

570

520

630

570

720

720

570

720

630

26.06

52.1

52.2

76.8

34.3

69.75

69.6

31.65

57.4

57.4

84.5

103.3

44.2

68.5

44.2

56

116

86

146

56

116

86

56

116

86

146

146

86

146

116

55

64

64

75

55

64

64

55

64

64

75

75

64

75

64

4.05

6.33

5.78

7.22

5.42

8.63

7.98

4.892

6.98

6.83

8.02

9.975

4.185

6.015

5.265

1.5

1.8

1.8

1.8

12

2.5

2.5

1.8

2

2

2

2.5

1.5

1.5

1.5

142

202

172

232

142

202

172

142

202

172

232

232

172

232

202

3.2

4.97

4.55

5.68

4.27

6.91

6.33

3.84

5.53

5.06

6.31

7.89

3.79

4.73

4.14

17.73 17.73

39.24 39.24

30.29 30.29

49.16 49.16

23.27 23.27

52.22 52.22

41.5 41.5

21.28 21.28

41.27 41.27

33.2 33.2

54.63 54.63

67.96 67.96

25.24 25.24

40.97 40.97

31.33 31.33

193

248

218

293

193

248

218

193

248

218

293

293

218

293

248

128.8

402

264.46

577.39

1682

535.72

361.56

153.85

422.73

289.95

641.54

797.85

220.38

481.16

320.92

50.04

52.02

59.29

69.03

50.33

59.01

59.06

50.19

59.07

59.17

69.02

68.09

59.42

69.04

59.32

72.29

102.4

87.33

117.4

72.39

102.4

87.33

72.39

102.4

87.33

117.4

117.4

87.33

117.4

102.4

TopFlangef2 mm

ectionRef.

Lmm

Z xxcm2

Amm

TopFlangef1 mm

Areacm2

ymm

Thickness

t mm

DepthD

mm

Wt / mKg

R yycm2

Bmm

I yycm2

I xxcm2

xmm

Nominal Dimensions Section Properties


28 29

8/10/2019 DANA B-2


Svide Detail

Top and Bottom Detail

WINDOW CLEAROPNG.

WINDOW BYOTHERS

SIDE GIRTH SIDE GIRTH

25

20

75 5 8

20

75 5 8

25

3 1 0

3 1 0

CLOSURE TRIMSANDWICH WALLPANEL CLOSURE TRIM SANDWICH WALLPANEL

110

10

DRIP FLASHING

SANDWICH

WALL PANEL

SANDWICH

WALL PANEL

BOTTOM FLASHING

310

20

COLUMN

W I N D O W C L E A R O P E N I N G

2 5

7 5

3 5

7 5

2 0

Cable Flashing Details Sandwich Panel

SITE MEASUREMENT

1 5 0

GABLE TRIM

SANDWICH

WALLPANEL

POP RIVET

POP RIVET ROOFPANEL

PURLIN

GABLE RAFTER

Sill Flashing Details Sandwich Panel

Cable Flashing Details Single Skin

COLUMN

SILLFLASHING

BLOCK WALL

110

10

2 0 0

3 5

Sill Flashing Details Sandwich Panel

FLASHINGS, INSTALLATION DETAILS

SITE MEASUREMENT

1 5 0

SINGLE SKIN

WALL PANEL

POP RIVET

SINGLE SKIN

ROOF PANEL

PURLIN

GABLE RAFTER

3 5

COLUMN

COLUMN

SILL FLASHING

SINGLE SKIN WALL CLADDING

BLOCK WALL

110

10

2 0 0

3 5


30 31

8/10/2019 DANA B-2


Documents

DANA B-2