c-channel

content346

IntroductIonIntroduction

Locations

8991011

GeneraL InformatIonmetal framing channels

channel Hole Patternsmaterials & finishes

channels Load & Support

1213161922252831343740434649

cHanneLSccH-220/221

ccH-222ccH-240/241

ccH-242ccH-320/321

ccH-322ccH-340/341

ccH-342ccH-420/421

ccH-422ccH-440/441

ccH-442toothed channel

5354

fIttInGSfittings

697071

SYStem examPLeSc-channel framing Systems 21x41c-channel framing Systems 41x41

63646566

cantILeverS & BeamScantilever arm Bracket - Sca

cantilever arm Bracket B2B - ScaSupport Sysytem

73747577798183

ancHorSGeneral Information

expansion Steel anchor -Stmdrop in anchor - SdaSleeve anchor - SaS

through Bolt (Wedge anchor) - StBShield anchor - SHa

5758606162

acceSSorIeSframing System accessories

channel nutsInstallation & features

Beam clamp - SBc

858688

converterS & termSconverters

terms

Specialized factory for Steel ProductsSIGma factory for Steel Products

ucm- unitech cable management

WWW.SfSP-Ikk.com

UNITECHfor Building & construction materialswww.unitech-ikk.com

IntroductIon

unI - cHanneL SYStemS SfSP

IntroductIon4

Specialized factory for Steel Products (Jeddah / kSa)Sigma factory, for Steel Products (ajman & umm al Quwain / uae)Specialized factory for Steel Products (6th of october / egypt)Specialized factory for Steel Products (tanayel / Lebanon)

SfSP metal framing system provides an economical solution for electrical, mechanical and industrial supports with a wide variety of applications in the construction industry.

this catalogue is designed to be helpful to engineers and contractors in the application and selection of channel products for construction and maintenance.If a unique application requires a special product not included in this catalogue , SfSP engineering personnel are ready to furnish design consultation and realistic cost estimates.

Metal FraMing / electrical applications• Pipe & conduit supports • Tunnel pipe stanchions• Beam attachments• Pipe risers

Metal FraMing / industrial applications

• Racks and shelvings• Production line supports• Trolley systems• Wall framings

unI - cHanneL SYStemSSfSP

IntroductIon 5SfSP is a leading manufacturer and fabricator of steel and aluminum products used for the support of equipment for industrial, commercial, utility and oem installations. our customers have access to the most complete support systems offered in the industry including metal framings, cable trays, pipe hangers, slotted angles, fasteners and others.(our factory is equipped with an in-house hot dip galvanization facility).

cnc machines

roll forming machine

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Purchasing & Supply

Up-Coming Branch

Up-Coming Factory

Design Office

Factory

Branch

Main Branch

Managing Office

LOCATIONS

SFSP / EGYPTSpecialized Factory for Steel Products

- 6th of October, Cairo T 7742 1383 2 02+ : leFax: +20 2 3831 1036

[email protected]

SFSP / LEBANONSpecialized Factory for Steel ProductsTanayel ,behind Hariri Health CenterTel : +961 3 189 860 [email protected]

SIGMA Factory for Steel Products - Ajman

T 7099 347 6 179+ : leFax: +971 6 743 9908

[email protected]

SIGMA Factory for Steel Products - Umm Al QuwainTel : +971 6 767 0514Fax: +971 6 767 [email protected]

SFSP / UAE

Specialized Factory for Steel Products - 3rd Industrial City / Jeddah

T 2844 736 2 669+ : leF 3691 636 2 669+ :xa

[email protected]

Specialized Factory for Steel Products - Khumra / JeddahTel : +966 2 635 6066 Fax: +966 2 635 5658 [email protected]

SFSP / KSA

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Jeddah / ksa Tel : +966 2 627 8222Fax: +966 2 627 8722

[email protected]

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Tel : +966 2 667 2000Fax: +966 2 661 4306

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SALES OPERATIONS

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Tel : +49 711 6868 7222 Fax: +49 711 6868 7223

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Tel : + 966 2 627 8 275Fax: +966 2 627 8 727

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[email protected]

DESIGN, LOGISTICS, MATERIALS, MEDIA, R&D

GeneraL InformatIon


9GeneraL InformatIon

Z

Z

YY

Z

Z

YY

Z

Z

YY

Z

Z

Y Y

21.0

7.0

41.0

21.0

41.0

22.0

42.0

7.0

41.0

22.0

41.0

7.0

41.0

41.0

41.0

22.0

82.0

7.0

41.0

22.0

50

30

13

Z

Z

YY

Z

Z

YY

Z

Z

YY

Z

Z

Y Y

21.0

7.0

41.0

21.0

41.0

22.0

42.0

7.0

41.0

22.0

41.0

7.0

41.0

41.0

41.0

22.0

82.0

7.0

41.0

22.0

50

30

13

Z

Z

YY

Z

Z

YY

Z

Z

YY

Z

Z

Y Y

21.0

7.0

41.0

21.0

41.0

22.0

42.0

7.0

41.0

22.0

41.0

7.0

41.0

41.0

41.0

22.0

82.0

7.0

41.0

22.0

50

30

13

Z

Z

YY

Z

Z

YY

Z

Z

YY

Z

Z

Y Y

21.0

7.0

41.0

21.0

41.0

22.0

42.0

7.0

41.0

22.0

41.0

7.0

41.0

41.0

41.0

22.0

82.0

7.0

41.0

22.0

50

30

13

Z

Z

YY

Z

Z

YY

Z

Z

YY

Z

Z

Y Y

21.0

7.0

41.0

21.0

41.0

22.0

42.0

7.0

41.0

22.0

41.0

7.0

41.0

41.0

41.0

22.0

82.0

7.0

41.0

22.0

50

30

13

cHanneL HoLe PatternS

metaL framInG cHanneLS

Pt Plain type St Slotted type B2B type toothed channel type

Selection chart

Pt type channel St type channel B2B type channel

Part no channel dimensions thickness

Height “H” Width “W”

ccH - 220/221 21.0 mm 41.0 mm 1.5 mm

ccH - 240/241 41.0 mm 41.0 mm 1.5 mm

ccH - 320/321 21.0 mm 41.0 mm 2.0 mm

ccH - 340/341 41.0 mm 41.0 mm 2.0 mm

ccH - 420/421 21.0 mm 41.0 mm 2.5 mm

ccH - 440/441 41.0 mm 41.0 mm 2.5 mm

Part no thick. mm.

Height “H”

ccH-220 1.5 21.0

ccH-240 1.5 41.0

ccH-320 2.0 21.0

ccH-340 2.0 41.0

ccH-420 2.5 21.0

ccH-440 2.5 41.0

Part no thick. mm.

Height “H”

ccH-221 1.5 21.0

ccH-241 1.5 41.0

ccH-321 2.0 21.0

ccH-341 2.0 41.0

ccH-421 2.5 21.0

ccH-441 2.5 41.0

Part no thick. mm.

Height “H”

ccH-222 1.5 42.0

ccH-242 1.5 82.0

ccH-322 2.0 42.0

ccH-342 2.0 82.0

ccH-422 2.5 42.0

ccH-442 2.5 82.0

CCH 320 3 2 0

channel Patterns0 - Pt 1 - St2 - B2B

toothed channel

Size2 - 21/41 mm 4 - 41/41 mm

material thickness2 for 1.5 mm3 for 2.0 mm 4 for 2.5 mm

channelSfSP’s metal framing channel is cold formed on modern rolling machines from low carbon steel manufactured according to BS 6946:1988. a continuous slot provides the ability to make attachments at any point.

LengthsStandard length: 3000mm with ± 3.2mm length tolerance.custom lengths are available upon request.

finishesStandard finishes: Pre-Galvanized finish (aStm a653m coating G90 and G60). Hot dip Galvanized after fabrication (aStm a123 or BS en ISo1461:2009) . other custom coatings are available upon request.

for toothed channel add “t” after the Part no. ex: ccH-220t

for toothed channel add “t” after the Part no. ex: ccH-220t

t


10 GeneraL InformatIon

mild Steel - Plaina. Hot rolled Steel Plates, Sheets and coils S235 Jr, S355 Jr,as per:en 10025 -2 / dIn 17100 / BS 4360 / aStm a 1011/ aStm a 1011-01a JIS 3101 / JIS 3106 / GB 700 / GB / t1591.aStm a 907 / aStm a 1018m.aStm a 570m / aStm a 572m.B. cold rolled Steel dc 01,as per:en 10130 / dIn 1623, Part 2 / BS 1449:1 / aStm a366 / aStm a 1008 / JIS G 3141 / GB 699.en 10131 / aStm a 568m

mild Steel - Galvanized c. continuously Pre- Galvanized Hot–dip Zinc coated Steel dx 51d + Z,as per: en 10327 / dIn 17162 / BS 2989/ aStm a 527m / aStm a 653m / JIS G 3302.en 10346 / en 10326 / en 10142 / aStm a 526, 527, 528

d. electro Galvanized Steel (electrolytic coating) dc01 + Ze,as per: en 10152 / dIn 17163 / aStm a591 / JIS G 3313 / JIS G 3141/BS 1449:1en 10131

aluZink Steele.aluZink Steel dx 51d + aZ,ِas per: en 10215 / en 10143/ dIn 55928 / aStm a 792

Stainless Steelf.austenitic Stainless Steels aISI 304 & 316, as per: aStm a 240 /en 10088-2/ dIn 17400 / BS 1449:2 / aStm a480 / aStm a666 / ISo 3506 / en 10028-7 /JIS G 4304f.1 Stainless Steel fasteners en 3506f.2 Stainless Steel Wire BS 1554 ,aStm a276

aluminiumG.aluminium 5052 & 6063

fIn

ISH

eS

1- Hot–dIP Galvanization after fabrication, as per:aStm a 123 / aStm a 153 / ISo 1461.BS 729 / dIn 50976

2- Zinc electroplating after fabrication,as per:aStm B633 / en 2081 / en 12329 / ISo 4042/ BS 1706 / BS 7371-12 / BS 3382 / dIn 50961

3- Powder coatingepoxy / Polyester / epoxy & PolyesterBS 3900 / ISo 2409 / ISo 1519 / ISo 1520

mat

erIa

LS


11GeneraL InformatIon

Load and Support condition Load factor deflection factor

Simple Beam - concentrated Load at center 1.00 0.80

Simple Beam -two equal concentrated Loads at 1/4 Points 2 x 1.00 1.10

Beam fixed at Both ends - concentrated Load at center 2.00 0.40

cantilever Beam - uniform Load 0.24 3.20

continuous Beam - two equal Spans -concentrated Load at center of one Span

1.42 0.80

continuous Beam - two equal Spans-concentrated Load at center of Both Spans

2 x 1.34 0.50

Load and Support condition Load factor deflection factor

Simple Beam - uniform Load 1.00 1.00

Beam fixed at Both ends - uniform Load 1.50 0.30

cantilever Beam - uniform Load 0.25 2.40

continuous Beam - two equalSpans - uniform Load on one Span

1.30 0.92

continuous Beam - two equal Spans- concentrated Load on Both Spans

1.00 0.42

q

Problem Item Solution

calculate the maximum allowable load and corresponding deflection of a cantilever ccH beam with a uniformly distributed load

from beam load chart for ccH , maximum allowable load is q and the corresponding deflection is u. multiplying by the appropriate factors shown in the chart above.

Load = q x load factor

defLectIon = u x deflection factor

q

ex

am

PL

e

F

Problem Item Solution

calculate the maximum allowable load and corresponding deflection of a simply supported ccH beam with a concentrated load at midspan as shown

from beam load chart for ccH , maximum allowable load is F and the corresponding deflection is u. multiplying by the appropriate factors shown in the chart above.

Load = F x load factor

defLectIon = u x deflection factorex

am

PL

e

tecHnIcaL data

F F

F

span

span span

span

q

cHanneLS


13cHanneLSccH-220/221

Load table for single beam with uniform (characteristic) Live-Loadthis data are for perforated c-channel, same data will be considered for non-perforated c-channel tooaccording to dIn 18.800

* Given loads are always “allowable characteristic live load”

Chosen Material:Allowable Bending Stress 21,82 kN/cm²Allowable Shear Stress 12,60 kN/cm²Modulus of Elasticity 21.000 kN/cm²

40B = S 235 JRG2

C-Channel:Area of Shear (Az)

1,67 cm

Moment of Inertia (Iy)

5,87 cm

Moment of Inertia (Iz

y

z

)

8,76 cm

min. Section Modulus (Sy)

2,72 cm

Warping Constant (Iw)

171,52 cm

Torsional Constant (IT)

0,07 cm

Plastic Moment cap. (Mpl,y)

0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4

C-Channel:Cross Section Area (A) cm2

Moment of Inertia (I ) cm4

4Moment of Inertia (I ) cmSelf Weight (G) kg/m

^

allowable Load

Span

f


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

allowable uniform Load

Span

q

Beam Load data

ccH

-220

/221

Z

Z

YY

Z

Z

YY

Z

Z

YY

Z

Z

Y Y

21.0

7.0

41.0

21.0

41.0

22.0

42.0

7.0

41.0

22.0

41.0

7.0

41.0

41.0

41.0

22.0

82.0

7.0

41.0

22.0

50

30

13

c-channel: 41 x 21 x 1.5

area of Shear (az) 0.42 cm2

moment of Inertia (Iy) 0.70 cm4

moment of Inertia (Iz) 3.34 cm4

min. Section modulus (Sy) 0.60 cm3

Warping constant (Iw) 17.49 cm6

torsional constant (It) 0.01 cm4

Plastic moment cap. (mpl,y) 0.19 knm

Self weight (G) 0.97 kg/m

chosen material: 40 B = S 235 JrG2

allowable Bending Stress 21,82 kn/cm2

allowable Shear Stress 12,60 kn/cm2

modulus of elasticity 21.000 kn/cm2

uniform Load* @

Span (L) allowable Load* deflection L / 360 L / 180[cm] q [kn/m] f [kn] u [mm] [L /x] q [kn/m] q [kn/m]

50 2.20 0.60 1.52 330 2.00 2.20

60 1.60 0.50 2.30 260 1.20 1.60

70 1.10 0.39 2.92 240 0.73 1.14

80 0.90 0.36 4.08 200 0.49 0.87

90 0.69 0.31 5.01 180 0.34 0.69

100 0.56 0.28 6.20 160 0.25 0.50

125 0.36 0.23 9.73 130 x 0.26

150 0.25 0.19 14.01 110 x x

175 0.18 0.16 18.69 90 x x

200 x x x x x x

225 x x x x x x

250 x x x x x x

275 x x x x x x

300 x x x x x x

thickness : 1.5 mm

Standard Length : 3.00 m

finishes : Pre-Galvanized,

Hot-dip Galvanized.

ccH-221


14 cHanneLS ccH-220/221

Beam LoadInG GraPH ccH-220/221

2.00

1.50

2.50

0.00

0.50

1.00

50 60 70 80 90 100 125 150 175 200 225 250 275 300

12.00 14.00 16.00 18.00 20.00

0.00 2.00 4.00 6.00 8.00

10.00

50 60 70 80 90 100 125 150 175 200 225 250 275 300

0.60 0.70 0.80 0.90 1.00

0.00 0.10 0.20 0.30 0.40 0.50

80 90 100 125 150 175 200 225 250 275 300

allowable Loads

deflection @ allowable uniform Load

uniform Load @ allowable deflection

[Span] cm

[Span] cm


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

f

q [kn/m]

f [kn]

q

mm

kn/m

[Span] cm

L /180


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

L /360


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

L /180

q [kn/m]

L /360

q [kn/m]

kn/m

... k

n


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

u

q [kn/m]

q


15cHanneLSccH-220/221


allo

wab

le c

entr

al L

oad*

*cc

H-2

20/2

21co

lum

n Lo

ad d

ata

** Given loads are always “allowable characteristic live load”

Z

Z

YY

Z

Z

YY

Z

Z

YY

Z

Z

Y Y

21.0

7.0

41.0

21.0

41.0

22.0

42.0

7.0

41.0

22.0

41.0

7.0

41.0

41.0

41.0

22.0

82.0

7.0

41.0

22.0

50

30

13

6.00

5.00

7.00

8.00

9.00

0.00

1.00

2.00

3.00

4.00

50 60 70 80 90 100 125 150 175 200 225 250 275 300

kn

[Length]cm


cross Section area (a) 0.23 cm2





ACase:

Length

B C D

Leng

th

Span (L) allowable central Load** [kn][cm] case a case B case c case d

50 8.00 8.00 8.00 5.00

60 8.00 8.00 8.00 4.10

70 8.00 8.00 8.00 3.20

80 7.00 8.00 8.00 2.50

90 6.00 8.00 8.00 2.00

100 5.00 8.00 8.00 1.70

125 3.80 6.00 8.00 1.70

150 2.80 5.00 8.00 1.10

175 2.10 4.00 6.00 x

200 1.70 3.20 5.00 x

225 1.40 2.60 4.60 x

250 1.10 2.10 3.80 x

275 x 1.80 3.30 x

300 x 1.50 2.80 x

case a

case B

case ccase d


16 cHanneLS


ccH-222

c-channel: 41x 21x1.5 b2b













Z

Z

YY

Z

Z

YY

Z

Z

YY

Z

Z

Y Y

21.0

7.0

41.0

21.0

41.0

22.0

42.0

7.0

41.0

22.0

41.0

7.0

41.0

41.0

41.0

22.0

82.0

7.0

41.0

22.0

50

30

13

ccH-222


Beam Load datauniform Load* @


50 6.30 1.60 0.86 580 6.30 6.30

60 4.40 1.30 1.24 480 4.40 4.40

70 3.20 1.10 1.68 420 3.20 3.20

80 2.50 1.00 2.24 360 2.50 2.50

90 1.90 0.90 2.72 330 1.70 1.90

100 1.60 0.80 3.49 290 1.30 1.60

125 1.00 0.60 5.33 230 0.70 1.00

150 0.70 0.50 7.74 190 0.40 0.70

175 0.51 0.40 10.44 170 0.20 0.50

200 0.39 0.39 13.62 150 x 0.32

225 0.31 0.35 17.35 130 x 0.22

250 0.25 0.31 21.32 120 x 0.16

275 0.21 0.29 26.22 100 x x

300 0.17 0.26 30.06 100 x x


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

allowable Load

Span

f


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^


Span

q

ccH

-222

thickness : 1.5 mmStandard Length : 3.00 m


Hot-dip Galvanized.


17cHanneLSccH-222

25.00

20.00

30.00

35.00

0.00

5.00

10.00

15.00

50 60 70 80 90 100 125 150 175 200 225 250 275 300

[Span] cm

mm

[Span] cm

[Span] cm

5.00

6.00

7.00

0.00

1.00

2.00

3.00

4.00

50 60 70 80 90 100 125 150 175 200 225 250 275 300

kn/m

... k

n

2.00

2.50

3.00

0.00

0.50

1.00

1.50

80 90 100 125 150 175 200 225 250 275 300

kn/m

Beam LoadInG GraPH ccH-222

allowable Loads




40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

f

q [kn/m]

f [kn]

q

L /180


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

L /360


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

L /180

q [kn/m]

L /360

q [kn/m]


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

u

q [kn/m]

q


18 cHanneLS


allo

wab

le c

entr

al L

oad*

*cc

H-2

22

colu

mn

Load

dat

accH-222

Z

Z

YY

Z

Z

YY

Z

Z

YY

Z

Z

Y Y

21.0

7.0

41.0

21.0

41.0

22.0

42.0

7.0

41.0

22.0

41.0

7.0

41.0

41.0

41.0

22.0

82.0

7.0

41.0

22.0

50

30

13



ACase:

Length

B C D

Leng

th

c-channel: 41 x 21 x 1.5 b2b






50 16.00 16.00 16.00 16.00

60 16.00 16.00 16.00 16.00

70 16.00 16.00 16.00 13.00

80 16.00 16.00 16.00 10.00

90 16.00 16.00 16.00 9.00

100 16.00 16.00 16.00 7.00

125 15.00 16.00 16.00 5.00

150 11.00 16.00 16.00 3.70

175 9.00 15.00 16.00 2.80

200 7.00 13.00 16.00 2.20

225 6.00 11.00 16.00 x

250 5.00 9.00 15.00 x

275 4.40 8.00 13.00 x

300 3.70 7.00 11.00 x

12.00

10.00

14.00

16.00

18.00

0.00

2.00

4.00

6.00

8.00

50 60 70 80 90 100 125 150 175 200 225 250 275 300

kn

[Length]cm

case a

case B

case ccase d


19cHanneLS


ccH-240/241

c-channel: 41x41x1.5









Z

Z

YY

Z

Z

YY

Z

Z

YY

Z

Z

Y Y

21.0

7.0

41.0

21.0

41.0

22.0

42.0

7.0

41.0

22.0

41.0

7.0

41.0

41.0

41.0

22.0

82.0

7.0

41.0

22.0

50

30

13


Beam Load data





uniform Load* @


50 6.60 1.70 0.83 610 6.60 6.60

60 4.60 1.40 1.19 500 4.60 4.60

70 3.30 1.20 1.59 440 3.30 3.30

80 2.60 1.00 2.13 380 2.60 2.60

90 2.00 0.90 2.63 340 1.90 2.00

100 1.60 0.80 3.20 310 1.40 1.60

125 1.00 0.60 4.89 260 0.70 1.00

150 0.73 0.50 7.40 200 0.40 0.70

175 0.53 0.50 9.96 180 0.30 0.50

200 0.41 0.40 13.14 150 0.20 0.30

225 0.32 0.36 16.42 140 x 0.24

250 0.26 0.33 20.34 120 x 0.18

275 0.22 0.30 25.20 110 x x

300 0.18 0.27 29.20 100 x x


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

allowable Load

Span

f


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^


Span

q

ccH

-240

/241

thickness : 1.5 mm



Hot-dip Galvanized.

ccH-240




5.00

6.00

7.00

0.00

1.00

2.00

3.00

4.00

50 60 70 80 90 100 125 150 175 200 225 250 275 300

25.00

30.00

35.00

0.00

5.00

10.00

15.00

20.00

50 60 70 80 90 100 125 150 175 200 225 250 275 300

2.00

2.50

3.00

0.00

0.50

1.00

1.50

80 90 100 125 150 175 200 225 250 275 300

[Span] cm

[Span] cm

allowable Loads



[Span] cm

mm


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

f

q [kn/m]

f [kn]

q

L /180


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

L /360


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

L /180

q [kn/m]

L /360

q [kn/m]


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

u

q [kn/m]

q

kn/m

kn/m

... k

n


21cHanneLS

ccH

-240

/241

allo

wab

le c

entr

al L

oad*

*

ccH-240/241



ACase:

Length

B C D

Leng

th







50 12.00 12.00 12.00 12.00

60 12.00 12.00 12.00 12.00

70 12.00 12.00 12.00 12.00

80 12.00 12.00 12.00 10.00

90 12.00 12.00 12.00 8.00

100 12.00 12.00 12.00 7.00

125 12.00 12.00 12.00 5.00

150 11.00 12.00 12.00 3.90

175 9.00 12.00 12.00 3.00

200 7.00 12.00 12.00 2.30

225 6.00 10.00 12.00 1.90

250 5.00 9.00 12.00 x

275 4.60 8.00 12.00 x

300 3.90 7.00 11.00 x

Z

Z

YY

Z

Z

YY

Z

Z

YY

Z

Z

Y Y

21.0

7.0

41.0

21.0

41.0

22.0

42.0

7.0

41.0

22.0

41.0

7.0

41.0

41.0

41.0

22.0

82.0

7.0

41.0

22.0

50

30

13

10.00

8.00

12.00

14.00

0.00

2.00

4.00

6.00

50 60 70 80 90 100 125 150 175 200 225 250 275 300

KN

[Length]cm

case a

case B

case ccase d

colu

mn

Load

dat

a



22 cHanneLS

thickness : 1.5 mm



Hot-dip Galvanized.

ccH

-242

ccH-242

Z

Z

YY

Z

Z

YY

Z

Z

YY

Z

Z

Y Y

21.0

7.0

41.0

21.0

41.0

22.0

42.0

7.0

41.0

22.0

41.0

7.0

41.0

41.0

41.0

22.0

82.0

7.0

41.0

22.0

50

30

13

ccH-242


Beam Load data

c-channel: 41x 41x1.5 b2b













uniform Load* @


50 19.20 4.80 0.44 1.130 19.20 19.20

60 13.30 4.00 0.63 950 13.30 13.30

70 9.80 3.40 0.86 810 9.80 9.80

80 7.50 3.00 1.13 710 7.50 7.50

90 5.90 2.70 1.42 630 5.90 5.90

100 4.80 2.40 1.76 570 4.80 4.80

125 3.10 1.90 2.78 450 3.10 3.10

150 2.10 1.60 3.90 380 2.10 2.10

175 1.60 1.40 5.51 320 1.40 1.60

200 1.10 1.10 6.46 310 0.90 1.10

225 0.80 0.90 7.53 300 0.70 0.80

250 0.58 0.70 8.32 300 0.50 0.60

275 0.44 0.60 9.24 300 0.40 0.40

300 0.34 0.50 10.11 300 0.30 0.30


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

allowable Load

Span

f


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^


Span

q



23cHanneLSccH-242

20.00

25.00

0.00

5.00

10.00

15.00

50 60 70 80 90 100 125 150 175 200 225 250 275 300

8.00

10.00

12.00

0.00

2.00

4.00

6.00

50 60 70 80 90 100 125 150 175 200 225 250 275 300

5.00

6.00

7.00

8.00

0.00

1.00

2.00

3.00

4.00

80 90 100 125 150 175 200 225 250 275 300

[Span] cm


allowable Loads



[Span] cm

[Span] cm

mm


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

f

q [kn/m]

f [kn]

q

L /180


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

L /360


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

L /180

q [kn/m]

L /360

q [kn/m]


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

u

q [kn/m]

q

kn/m

... k

nkn

/m


24 cHanneLS


allo

wab

le c

entr

al L

oad*

*cc

H-2

42

ccH-242Z

Z

YY

Z

Z

YY

Z

Z

YY

Z

Z

Y Y

21.0

7.0

41.0

21.0

41.0

22.0

42.0

7.0

41.0

22.0

41.0

7.0

41.0

41.0

41.0

22.0

82.0

7.0

41.0

22.0

50

30

13


ACase:

Length

B C D

Leng

th







50 24.00 24.00 24.00 24.00

60 24.00 24.00 24.00 24.00

70 24.00 24.00 24.00 24.00

80 24.00 24.00 24.00 24.00

90 24.00 24.00 24.00 23.00

100 24.00 24.00 24.00 20.00

125 24.00 24.00 24.00 14.00

150 24.00 24.00 24.00 10.00

175 24.00 24.00 24.00 8.00

200 20.00 24.00 24.00 6.00

225 17.00 24.00 24.00 5.00

250 14.00 24.00 24.00 4.40

275 12.00 21.00 24.00 3.70

300 10.00 19.00 24.00 x


20.00

25.00

30.00

0.00

5.00

10.00

15.00

50 60 70 80 90 100 125 150 175 200 225 250 275 300

kn

[Length]cm

case a

case B

case ccase d

colu

mn

Load

dat

a


25cHanneLS


ccH

-320

/321

thickness : 2.0 mm



Hot-dip Galvanized.

ccH-320/321

Z

Z

YY

Z

Z

YY

Z

Z

YY

Z

Z

Y Y

21.0

7.0

41.0

21.0

41.0

22.0

42.0

7.0

41.0

22.0

41.0

7.0

41.0

41.0

41.0

22.0

82.0

7.0

41.0

22.0

50

30

13


Beam Load data














ccH-320

uniform Load* @


50 2.80 0.70 1.54 320 2.50 2.80

60 1.90 0.60 2.17 280 1.50 1.90

70 1.40 0.50 2.96 240 0.90 1.40

80 1.10 0.40 3.97 200 0.60 1.10

90 0.90 0.41 5.20 170 0.43 0.86

100 0.70 0.35 6.17 160 0.32 0.63

125 0.45 0.28 9.68 130 0.16 0.32

150 0.31 0.23 13.82 110 x 0.19

175 0.23 0.20 19.00 90 x x

200 0.17 0.17 23.96 80 x x

225 x x x x x x

250 x x x x x x

275 x x x x x x

300 x x x x x x


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

allowable Load

Span

f


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^


Span

q



2.00

2.50

3.00

0.00

0.50

1.00

1.50

50 60 70 80 90 100 125 150 175 200 225 250 275 300

20.00

25.00

30.00

0.00

5.00

10.00

15.00

50 60 70 80 90 100 125 150 175 200 225 250 275 300

0.80

1.00

1.20

0.00

0.20

0.40

0.60

80 90 100 125 150 175 200 225 250 275 300


[Span] cm

[Span] cm

allowable Loads



[Span] cm

mm


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

f

q [kn/m]

f [kn]

q

L /180


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

L /360


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

L /180

q [kn/m]

L /360

q [kn/m]


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

u

q [kn/m]

q

kn/m

kn/m

... k

n


27cHanneLS

ccH

-320

/321

allo

wab

le c

entr

al L

oad*

*

ccH-320/321

Z

Z

YY

Z

Z

YY

Z

Z

YY

Z

Z

Y Y

21.0

7.0

41.0

21.0

41.0

22.0

42.0

7.0

41.0

22.0

41.0

7.0

41.0

41.0

41.0

22.0

82.0

7.0

41.0

22.0

50

30

13

ccH-240/241



ACase:

Length

B C D

Leng

th







50 10.00 10.00 10.00 6.00

60 10.00 10.00 10.00 5.00

70 10.00 10.00 10.00 4.00

80 9.00 10.00 10.00 3.20

90 8.00 10.00 10.00 2.60

100 6.00 10.00 10.00 2.10

125 4.90 8.00 10.00 1.40

150 3.60 6.00 10.00 x

175 2.70 5.00 8.00 x

200 2.10 4.00 6.00 x

225 1.70 3.30 5.00 x

250 1.40 2.70 4.90 x

275 x 2.30 4.10 x

300 x 1.90 3.60 x

8.00

10.00

12.00

0.00

2.00

4.00

6.00

50 60 70 80 90 100 125 150 175 200 225 250 275 300

kn

[Length]cm

case a

case B

case ccase d

colu

mn

Load

dat

a



28 cHanneLS



Hot-dip Galvanized.

ccH

-322

ccH-322

Z

Z

YY

Z

Z

YY

Z

Z

YY

Z

Z

Y Y

21.0

7.0

41.0

21.0

41.0

22.0

42.0

7.0

41.0

22.0

41.0

7.0

41.0

41.0

41.0

22.0

82.0

7.0

41.0

22.0

50

30

13

ccH-322


Beam Load data

c-channel: 41x21x2.0 b2b













uniform Load* @


50 8.20 2.10 0.86 580 8.20 8.20

60 5.70 1.70 1.24 480 5.70 5.70

70 4.20 1.50 1.70 410 4.20 4.20

80 3.20 1.30 2.21 360 3.20 3.20

90 2.50 1.10 2.76 330 2.30 2.50

100 2.00 1.00 3.37 300 1.60 2.00

125 1.30 0.80 5.35 230 0.80 1.30

150 0.90 0.70 7.68 200 0.50 0.90

175 0.67 0.60 10.59 170 0.30 0.60

200 0.51 0.50 13.75 150 0.20 0.40

225 0.40 0.50 17.27 130 x 0.30

250 0.33 0.40 21.72 120 x 0.20

275 0.27 0.37 26.02 110 x x

300 0.23 0.35 31.39 100 x x


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

allowable Load

Span

f


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^


Span

q



29cHanneLSccH-322

6.007.008.009.00

0.001.002.003.004.005.00

50 60 70 80 90 100 125 150 175 200 225 250 275 300

25.00

30.00

35.00

0.00

5.00

10.00

15.00

20.00

50 60 70 80 90 100 125 150 175 200 225 250 275 300

2.50

3.00

3.50

0.00

0.50

1.00

1.50

2.00

80 90 100 125 150 175 200 225 250 275 300

[Span] cm

[Span] cm


allowable Loads



[Span] cm

mm


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

f

q [kn/m]

f [kn]

q

L /180


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

L /360


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

L /180

q [kn/m]

L /360

q [kn/m]


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

u

q [kn/m]

q

kn/m

... k

nkn

/m


30 cHanneLS

allo

wab

le c

entr

al L

oad*

*cc

H-3

22ccH-322

Z

Z

YY

Z

Z

YY

Z

Z

YY

Z

Z

Y Y

21.0

7.0

41.0

21.0

41.0

22.0

42.0

7.0

41.0

22.0

41.0

7.0

41.0

41.0

41.0

22.0

82.0

7.0

41.0

22.0

50

30

13


ACase:

Length

B C D

Leng

th







50 24.00 24.00 24.00 24.00

60 24.00 24.00 24.00 24.00

70 24.00 24.00 24.00 24.00

80 24.00 24.00 24.00 24.00

90 24.00 24.00 24.00 23.00

100 24.00 24.00 24.00 20.00

125 24.00 24.00 24.00 14.00

150 24.00 24.00 24.00 10.00

175 24.00 24.00 24.00 8.00

200 20.00 24.00 24.00 6.00

225 17.00 24.00 24.00 5.00

250 14.00 24.00 24.00 4.40

275 12.00 21.00 24.00 3.70

300 10.00 19.00 24.00 x


15.00

20.00

25.00

0.00

5.00

10.00

50 60 70 80 90 100 125 150 175 200 225 250 275 300

kn

[Length]cm

case a

case B

case ccase d

colu

mn

Load

dat

a



31cHanneLS

ccH

-340

/341

thickness : 2.0 mm



Hot-dip Galvanized.

ccH-340/341

Z

Z

YY

Z

Z

YY

Z

Z

YY

Z

Z

Y Y

21.0

7.0

41.0

21.0

41.0

22.0

42.0

7.0

41.0

22.0

41.0

7.0

41.0

41.0

41.0

22.0

82.0

7.0

41.0

22.0

50

30

13


Beam Load data














ccH-340

uniform Load* @


50 8.10 2.00 0.85 580 8.10 8.10

60 5.60 1.70 1.23 490 5.60 5.60

70 4.10 1.40 1.66 420 4.10 4.10

80 3.20 1.30 2.21 360 3.20 3.20

90 2.50 1.10 2.77 320 2.30 2.50

100 2.00 1.00 3.38 300 1.60 2.00

125 1.30 0.80 5.36 230 0.80 1.30

150 0.90 0.70 7.69 190 0.50 0.90

175 0.66 0.60 10.45 170 0.30 0.60

200 0.51 0.50 13.78 150 0.20 0.40

225 0.40 0.50 17.31 130 x 0.30

250 0.32 0.40 21.11 120 x 0.20

275 0.27 0.37 26.07 110 x x

300 0.23 0.35 31.46 100 x x


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

allowable Load

Span

f


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^


Span

q




6.007.008.009.00

0.001.002.003.004.005.00

50 60 70 80 90 100 125 150 175 200 225 250 275 300

25.00

30.00

35.00

0.00

5.00

10.00

15.00

20.00

50 60 70 80 90 100 125 150 175 200 225 250 275 300

2.50

3.00

3.50

0.00

0.50

1.00

1.50

2.00

80 90 100 125 150 175 200 225 250 275 300

[Span] cm


[Span] cm

allowable Loads



[Span] cm

mm


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

f

q [kn/m]

f [kn]

q

L /180


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

L /360


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

L /180

q [kn/m]

L /360

q [kn/m]


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

u

q [kn/m]

q

kn/m

kn/m

... k

n


33cHanneLS

ccH

-340

/341

allo

wab

le c

entr

al L

oad*

*

ccH-340/341

ccH-240/241



ACase:

Length

B C D

Leng

th







50 15.00 15.00 15.00 15.00

60 15.00 15.00 15.00 15.00

70 15.00 15.00 15.00 15.00

80 15.00 15.00 15.00 12.00

90 15.00 15.00 15.00 10.00

100 15.00 15.00 15.00 9.00

125 15.00 15.00 15.00 6.00

150 13.00 15.00 15.00 4.70

175 11.00 15.00 15.00 3.60

200 9.00 15.00 15.00 2.80

225 7.00 13.00 15.00 2.20

250 6.00 11.00 15.00 x

275 5.00 9.00 15.00 x

300 4.70 8.00 13.00 x

Z

Z

YY

Z

Z

YY

Z

Z

YY

Z

Z

Y Y

21.0

7.0

41.0

21.0

41.0

22.0

42.0

7.0

41.0

22.0

41.0

7.0

41.0

41.0

41.0

22.0

82.0

7.0

41.0

22.0

50

30

13

10.00

12.00

14.00

16.00

0.00

2.00

4.00

6.00

8.00

50 60 70 80 90 100 125 150 175 200 225 250 275 300

kn

[Length]cm

case a

case B

case ccase d

colu

mn

Load

dat

a



34 cHanneLS



Hot-dip Galvanized.

ccH

-342

ccH-342

ccH-342

Z

Z

YY

Z

Z

YY

Z

Z

YY

Z

Z

Y Y

21.0

7.0

41.0

21.0

41.0

22.0

42.0

7.0

41.0

22.0

41.0

7.0

41.0

41.0

41.0

22.0

82.0

7.0

41.0

22.0

50

30

13


Beam Load data














uniform Load* @


50 24.70 6.20 0.45 1.120 24.70 24.70

60 17.10 5.10 0.64 940 17.10 17.10

70 12.60 4.40 0.87 800 12.60 12.60

80 9.60 3.80 1.14 700 9.60 9.60

90 7.60 3.40 1.44 620 7.60 7.60

100 6.20 3.10 1.79 560 6.20 6.20

125 3.90 2.40 2.75 450 3.90 3.90

150 2.70 2.00 3.9 380 2.70 2.70

175 2.00 1.80 5.42 320 1.80 2.00

200 1.50 1.50 6.4 290 1.20 1.50

225 1.10 1.20 8.15 280 0.80 1.10

250 0.90 1.10 10.16 250 0.60 0.90

275 0.66 0.90 10.91 250 0.50 0.70

300 0.52 0.80 12.18 250 0.40 0.50


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

allowable Load

Span

F


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^


Span

q



35cHanneLSccH-342

20.00

25.00

30.00

0.00

5.00

10.00

15.00

50 60 70 80 90 100 125 150 175 200 225 250 275 300

10.00

12.00

14.00

0.00

2.00

4.00

6.00

8.00

50 60 70 80 90 100 125 150 175 200 225 250 275 300

8.00

10.00

12.00

0.00

2.00

4.00

6.00

80 90 100 125 150 175 200 225 250 275 300

[Span] cm

[Span] cm


allowable Loads



[Span] cm

mm


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

f

q [kn/m]

f [kn]

q

L /180


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

L /360


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

L /180

q [kn/m]

L /360

q [kn/m]


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

u

q [kn/m]

q

kn/m

... k

nkn

/m


36 cHanneLS

allo

wab

le c

entr

al L

oad*

*cc

H-3

42ccH-342

Z

Z

YY

Z

Z

YY

Z

Z

YY

Z

Z

Y Y

21.0

7.0

41.0

21.0

41.0

22.0

42.0

7.0

41.0

22.0

41.0

7.0

41.0

41.0

41.0

22.0

82.0

7.0

41.0

22.0

50

30

13allowable uniform Load

ACase:

Length

B C D

Leng

th







50 31.00 31.00 31.00 31.00

60 31.00 31.00 31.00 31.00

70 31.00 31.00 31.00 31.00

80 31.00 31.00 31.00 31.00

90 31.00 31.00 31.00 29.00

100 31.00 31.00 31.00 25.00

125 31.00 31.00 31.00 18.00

150 31.00 31.00 31.00 13.00

175 30.00 31.00 31.00 10.00

200 25.00 31.00 31.00 8.00

225 21.00 31.00 31.00 6.00

250 18.00 30.00 31.00 5.00

275 15.00 26.00 31.00 4.60

300 13.00 23.00 31.00 x


25.00

20.00

30.00

35.00

0.00

5.00

10.00

15.00

50 60 70 80 90 100 125 150 175 200 225 250 275 300

kn

[Length]cm

case a

case B

case ccase d

colu

mn

Load

dat

a



37cHanneLS

ccH

-420

/421

thickness : 2.5 mm



Hot-dip Galvanized.

ccH-420/421

Z

Z

YY

Z

Z

YY

Z

Z

YY

Z

Z

Y Y

21.0

7.0

41.0

21.0

41.0

22.0

42.0

7.0

41.0

22.0

41.0

7.0

41.0

41.0

41.0

22.0

82.0

7.0

41.0

22.0

50

30

13


Beam Load data














ccH-420

uniform Load* @


50 3.30 0.80 1.55 320 3.00 3.30

60 2.30 0.70 2.24 270 1.70 2.30

70 1.70 0.60 3.07 230 1.10 1.70

80 1.30 0.50 4.01 200 0.70 1.30

90 1.00 0.50 4.94 180 0.50 1.00

100 0.80 0.40 6.02 170 0.40 0.70

125 0.53 0.33 9.74 130 0.19 0.38

150 0.37 0.28 14.09 110 x 0.22

175 0.27 0.24 19.05 90 x x

200 0.21 0.21 25.28 80 x x

225 0.16 0.28 30.86 70 x x

250 x x x x x x

275 x x x x x x

300 x x x x x x


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

allowable Load

Span

f


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^


Span

q




2.50

3.00

3.50

0.00

0.50

1.00

1.50

2.00

50 60 70 80 90 100 125 150 175 200 225 250 275 300

25.00

30.00

35.00

0.00

5.00

10.00

15.00

20.00

50 60 70 80 90 100 125 150 175 200 225 250 275 300

1.00

1.20

1.40

0.00

0.20

0.40

0.60

0.80

80 90 100 125 150 175 200 225 250 275 300

[Span] cm


[Span] cm

allowable Loads



[Span] cm

mm


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

f

q [kn/m]

f [kn]

q

L /180


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

L /360


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

L /180

q [kn/m]

L /360

q [kn/m]


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

u

q [kn/m]

q

kn/m

kn/m

... k

n


39cHanneLS

ccH

-420

/421

allo

wab

le c

entr

al L

oad*

*

ccH-420/421

ccH-240/241



ACase:

Length

B C D

Leng

th







50 13.00 13.00 13.00 8.00

60 13.00 13.00 13.00 6.00

70 13.00 13.00 13.00 4.70

80 11.00 13.00 13.00 3.70

90 9.00 13.00 13.00 3.00

100 8.00 13.00 13.00 2.50

125 5.00 10.00 13.00 x

150 4.20 7.00 12.00 x

175 3.20 5.00 10.00 x

200 2.50 4.70 8.00 x

225 2.00 3.80 6.00 x

250 x 3.20 5.00 x

275 x 2.70 4.90 x

300 x 2.30 4.20 x

Z

Z

YY

Z

Z

YY

Z

Z

YY

Z

Z

Y Y

21.0

7.0

41.0

21.0

41.0

22.0

42.0

7.0

41.0

22.0

41.0

7.0

41.0

41.0

41.0

22.0

82.0

7.0

41.0

22.0

50

30

13

10.00

8.00

12.00

14.00

0.00

2.00

4.00

6.00

50 60 70 80 90 100 125 150 175 200 225 250 275 300

kn

[Length]cm

case a

case B

case ccase d

colu

mn

Load

dat

a



40 cHanneLS



Hot-dip Galvanized.

ccH

-422

ccH-422

Z

Z

YY

Z

Z

YY

Z

Z

YY

Z

Z

Y Y

21.0

7.0

41.0

21.0

41.0

22.0

42.0

7.0

41.0

22.0

41.0

7.0

41.0

41.0

41.0

22.0

82.0

7.0

41.0

22.0

50

30

13

ccH-422


Beam Load data














uniform Load* @


50 9.90 2.50 0.86 580 9.90 9.90

60 6.90 2.10 1.25 480 6.90 6.90

70 5.00 1.80 1.68 420 5.00 5.00

80 3.90 1.60 2.23 360 3.90 3.90

90 3.00 1.40 2.75 330 2.70 3.00

100 2.50 1.30 3.49 290 2.00 2.50

125 1.60 1.00 5.46 230 1.00 1.60

150 1.10 0.80 7.78 190 0.60 1.10

175 0.80 0.70 10.48 170 0.40 0.70

200 0.62 0.60 13.85 140 0.20 0.50

225 0.49 0.60 17.54 130 0.20 0.30

250 0.39 0.50 21.27 120 x 0.30

275 0.33 0.50 26.36 100 x 0.20

300 0.27 0.40 30.54 100 x x


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

allowable Load

Span

f


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^


Span

q



41cHanneLSccH-422

8.00

10.00

12.00

0.00

2.00

4.00

6.00

50 60 70 80 90 100 125 150 175 200 225 250 275 300

25.00

30.00

35.00

0.00

5.00

10.00

15.00

20.00

50 60 70 80 90 100 125 150 175 200 225 250 275 300

3.00

3.50

4.00

4.50

0.00

0.50

1.00

1.50

2.00

2.50

80 90 100 125 150 175 200 225 250 275 300

[Span] cm

[Span] cm


allowable Loads



[Span] cm

mm


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

f

q [kn/m]

f [kn]

q

L /180


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

L /360


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

L /180

q [kn/m]

L /360

q [kn/m]


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

u

q [kn/m]

q

kn/m

... k

nkn

/m


42 cHanneLS

allo

wab

le c

entr

al L

oad*

*cc

H-4

22ccH-422

Z

Z

YY

Z

Z

YY

Z

Z

YY

Z

Z

Y Y

21.0

7.0

41.0

21.0

41.0

22.0

42.0

7.0

41.0

22.0

41.0

7.0

41.0

41.0

41.0

22.0

82.0

7.0

41.0

22.0

50

30

13


ACase:

Length

B C D

Leng

th







50 26.00 26.00 26.00 26.00

60 26.00 26.00 26.00 25.00

70 26.00 26.00 26.00 20.00

80 26.00 26.00 26.00 17.00

90 26.00 26.00 26.00 14.00

100 26.00 26.00 26.00 11.00

125 24.00 26.00 26.00 8.00

150 18.00 26.00 26.00 5.00

175 14.00 24.00 26.00 4.40

200 11.00 20.00 26.00 3.50

225 9.00 17.00 26.00 x

250 8.00 14.00 24.00 x

275 6.00 12.00 21.00 x

300 5.00 11.00 18.00 x


20.00

25.00

30.00

0.00

5.00

10.00

15.00

50 60 70 80 90 100 125 150 175 200 225 250 275 300

kn

[Length]cm

case a

case B

case ccase d

colu

mn

Load

dat

a



43cHanneLS

ccH

-440

/441

thickness : 2.5 mm



Hot-dip Galvanized.

ccH-440/441


Beam Load data














uniform Load* @


50 10.10 2.50 0.83 600 10.10 10.10

60 7.00 2.10 1.20 500 7.00 7.00

70 5.20 1.80 1.65 420 5.20 5.20

80 4.00 1.60 2.16 370 4.00 4.00

90 3.10 1.40 2.69 340 2.90 3.10

100 2.50 1.30 3.30 300 2.10 2.50

125 1.60 1.00 5.16 240 1.10 1.60

150 1.10 0.80 7.35 200 0.60 1.10

175 0.80 0.70 9.91 180 0.40 0.80

200 0.63 0.60 13.31 150 0.30 0.50

225 0.50 0.60 16.92 130 0.20 0.40

250 0.41 0.50 21.15 120 x 0.30

275 0.33 0.50 24.92 110 x 0.20

300 0.28 0.40 29.95 100 x x

Z

Z

YY

Z

Z

YY

Z

Z

YY

Z

Z

Y Y

21.0

7.0

41.0

21.0

41.0

22.0

42.0

7.0

41.0

22.0

41.0

7.0

41.0

41.0

41.0

22.0

82.0

7.0

41.0

22.0

50

30

13


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

allowable Load

Span

f


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^


Span

q

ccH-440




8.00

10.00

12.00

0.00

2.00

4.00

6.00

50 60 70 80 90 100 125 150 175 200 225 250 275 300

25.00

30.00

35.00

0.00

5.00

10.00

15.00

20.00

50 60 70 80 90 100 125 150 175 200 225 250 275 300

3.00

3.50

4.00

4.50

0.00

0.50

1.00

1.50

2.00

2.50

80 90 100 125 150 175 200 225 250 275 300

[Span] cm


[Span] cm

allowable Loads



[Span] cm

mm


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

f

q [kn/m]

f [kn]

q

L /180


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

L /360


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

L /180

q [kn/m]

L /360

q [kn/m]


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

u

q [kn/m]

q

kn/m

kn/m

... k

n

Uni - Channel SyStemSSFSP

45ChannelS

CCh

-440

/441

allo

wab

le C

entr

al l

oad*

*

CCh-440/441

CCh-240/241



ACase:

Length

B C D

Leng

th

C-Channel: 41 x 41 x 2.5

Cross Section area (a) 2.95 cm2

moment of inertia (iy) 5.87 cm4

moment of inertia (iz) 8.76 cm4


Span (l) allowable Central load** [Kn][cm] Case a Case B Case C Case D

50 19.00 19.00 19.00 19.00

60 19.00 19.00 19.00 19.00

70 19.00 19.00 19.00 19.00

80 19.00 19.00 19.00 16.00

90 19.00 19.00 19.00 13.00

100 19.00 19.00 19.00 11.00

125 19.00 19.00 19.00 8.00

150 17.00 19.00 19.00 5.00

175 14.00 19.00 19.00 4.50

200 11.00 19.00 19.00 3.60

225 9.00 16.00 19.00 2.90

250 8.00 14.00 19.00 x

275 6.00 12.00 19.00 x

300 5.00 10.00 17.00 x

Z

Z

YY

Z

Z

YY

Z

Z

YY

Z

Z

Y Y

21.0

7.0

41.0

21.0

41.0

22.0

42.0

7.0

41.0

22.0

41.0

7.0

41.0

41.0

41.0

22.0

82.0

7.0

41.0

22.0

50

30

13

16.00

18.00

20.00

12.00

10.00

14.00

6.00

8.00

2.00

0.00

4.00

50 60 70 80 90 100 125 150 175 200 225 250 275 300

Kn

[length]cm

Case a

Case B

Case CCase D

Colu

mn

load

Dat

a

load table for single beam with uniform (characteristic) live-loadthis data are for perforated C-Channel, same data will be considered for non-perforated C-Channel tooaccording to Din 18.800

Uni - Channel SyStemS SFSP

46 ChannelS

thickness : 2.5 mmStandard length : 3.00 m

Finishes : Pre-Galvanized,

hot-Dip Galvanized.

CCh

-442

CCh-442

Z

Z

YY

Z

Z

YY

Z

Z

YY

Z

Z

Y Y

21.0

7.0

41.0

21.0

41.0

22.0

42.0

7.0

41.0

22.0

41.0

7.0

41.0

41.0

41.0

22.0

82.0

7.0

41.0

22.0

50

30

13

CCh-442


Beam load Data

C-Channel: 41x41x2.5 b2b





Warping Constant (iw) 140.95 cm6

torsional Constant (it) 0.16 cm4



Chosen material: 40 B = S 235 JRG2




Uniform load* @

Span (l) allowable load* Deflection l / 360 l / 180[cm] q [kn/m] F [kn] U [mm] [l /X] q [kn/m] q [kn/m]

50 30.90 7.70 0.44 1.140 30.90 30.90

60 21.50 6.50 0.63 950 21.50 21.50

70 15.80 5.50 0.86 810 15.80 15.80

80 12.10 4.80 1.13 710 12.10 12.10

90 9.60 4.30 1.43 630 9.60 9.60

100 7.70 3.90 1.75 570 7.70 7.70

125 5.00 3.10 2.78 450 5.00 5.00

150 3.40 2.60 3.91 380 3.40 3.40

175 2.50 2.20 5.33 330 2.30 2.50

200 1.90 1.90 6.91 290 1.50 1.90

225 1.50 1.70 8.74 260 1.10 1.50

250 1.20 1.50 10.66 230 0.80 1.20

275 1.00 1.40 13.01 210 0.60 1.00

300 0.77 1.20 14.18 210 0.50 0.80


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

allowable load

Span

F


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

allowable Uniform load

Span

q



47ChannelSCCh-442

25.00

30.00

35.00

0.00

5.00

10.00

15.00

20.00

50 60 70 80 90 100 125 150 175 200 225 250 275 300

10.00

12.00

14.00

16.00

0.00

2.00

4.00

6.00

8.00

50 60 70 80 90 100 125 150 175 200 225 250 275 300

10.00

12.00

14.00

0.00

2.00

4.00

6.00

8.00

80 90 100 125 150 175 200 225 250 275 300

[Span] cm

[Span] cm

Beam lOaDinG GRaPh CCh-442

allowable loads

Deflection @ allowable Uniform load

Uniform load @ allowable Deflection

[Span] cm

mm


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

F

q [Kn/m]

F [Kn]

q

l /180


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

l /360


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

l /180

q [Kn/m]

l /360

q [Kn/m]


40B = S 235 JRG2


1,67 cm


5,87 cm


y

z

)

8,76 cm


2,72 cm


171,52 cm


0,07 cm


0,82 kNm

Self weight (G)

2,32 kg/m

C 41x41x2,52

4

4

3

6

4

cmcmcmcmcmcmkNmkg/m

2

4

4

3

6

4




^

u

q [Kn/m]

q

Kn/m

... K

nKn

/m


48 ChannelS

allo

wab

le C

entr

al l

oad*

* C

Ch-4

42CCh-442

Z

Z

YY

Z

Z

YY

Z

Z

YY

Z

Z

Y Y

21.0

7.0

41.0

21.0

41.0

22.0

42.0

7.0

41.0

22.0

41.0

7.0

41.0

41.0

41.0

22.0

82.0

7.0

41.0

22.0

50

30

13


ACase:

Length

B C D

Leng

th

C-Channel: 41 x 41 x 2.5 b2b

Cross Section area (a) 5.99 cm2




Span (l) allowable Central load** [Kn][cm] Case a Case B Case C Case D

50 39.00 39.00 39.00 39.00

60 39.00 39.00 39.00 39.00

70 39.00 39.00 39.00 39.00

80 39.00 39.00 39.00 39.00

90 39.00 39.00 39.00 36.00

100 39.00 39.00 39.00 31.00

125 39.00 39.00 39.00 22.00

150 39.00 39.00 39.00 17.00

175 37.00 39.00 39.00 13.00

200 31.00 39.00 39.00 10.00

225 26.00 39.00 39.00 8.00

250 22.00 37.00 39.00 6.00

275 19.00 33.00 39.00 5.00

300 17.00 29.00 39.00 x


30.00

25.00

35.00

40.00

45.00

0.00

5.00

10.00

15.00

20.00

50 60 70 80 90 100 125 150 175 200 225 250 275 300

Kn

[length]cm

Case a

Case B

Case CCase D

Colu

mn

load

Dat

a



49ChannelS

tOOtheD ChannelS

toothed channels provide shock-resistant fixing for non-slip connections and higher safety requirements.to make fitting easier, the locking plates and t-head bolts should be pre-mounted on the fittings to be attached.


50 ChannelS tOOtheD Channel

CCh-220t /221t (41x21x1 .5)

Z

Z

YY21.0

41.0

Z

Z

YY41.0

41.0

Due to its positive locking feature, this channel is ideally suited when increased loading capacities in longitudinal direction are required.

ChannelCCh

Channel Weight

Cross Section

moment of inertia

Section modulus

Bending capacity at span l

G a iy iz Wy Wz 0.50 m 1.00 m 1.50 m

[Kg/m] [cm2] [cm4] [cm4] [cm3] [cm3] F [Kn]

220t 1.09 1.39 0.81 3.36 0.64 1.91 1.12 0.56 0.19

221t 0.97 1.23 0.70 3.34 0.60 1.70 1.04 0.52 0.17

222t 1.94 2.47 3.55 6.69 1.69 3.82 2.94 1.47 0.49

max. tensile / transverse load

FZ FQ

F

l [m]


Z

Z

y

yX

thickness : 1.5 mmStandard length : 3.00 m Finishes : Pre-Galvanized, hot-Dip Galvanized.

ChannelCCh

Channel Weight

Cross Section

moment of inertia

Section modulus


G a iy iz Wy Wz 0.50 m 1.00 m 1.50 m


240t 1.56 1.99 4.36 5.70 1.86 2.99 3.24 1.62 1.08

241t 1.44 1.83 3.87 5.68 1.76 2.66 3.06 1.53 1.02

242t 2.88 3.67 21.11 11.37 5.15 5.98 8.98 4.49 2.90

Z

Z

YY21.0

41.0

Z

Z

YY41.0

41.0



FZ FQ

F

l [m]


Z

Z

y

yX

CCh-240t /241t (41x41x1 .5) thickness : 1.5 mmStandard length : 3.00 m Finishes : Pre-Galvanized, hot-Dip Galvanized.

CCh - 241t

CCh - 240t

CCh - 242t

CCh - 221t

CCh - 220t

CCh - 222t


51ChannelS

ChannelCCh

Channel Weight

Cross Section

moment of inertia

Section modulus


G a iy iz Wy Wz 0.50 m 1.00 m 1.50 m


340t 2.04 2.60 5.41 7.03 2.35 3.86 4.10 2.05 1.37

341t 1.83 2.33 4.59 6.99 2.18 3.43 3.80 1.90 1.26

342t 3.76 4.79 26.81 14.04 6.62 7.72 11.54 5.77 3.85

ChannelCCh

Channel Weight

Cross Section

moment of inertia

Section modulus


G a iy iz Wy Wz 0.50 m 1.00 m 1.50 m


320t 1.44 1.83 0.99 4.77 0.84 2.37 1.46 0.73 0.24

321t 1.27 1.62 0.88 4.25 0.75 2.11 1.30 0.65 0.22

322t 2.54 3.24 4.60 8.51 2.19 4.74 3.80 1.91 1.27

tOOtheD Channel

Z

Z

YY21.0

41.0

Z

Z

YY41.0

41.0


FZ FQ

F

l [m]


Z

Z

YY21.0

41.0

Z

Z

YY41.0

41.0


FZ FQ

F

l [m]


Z

Z

y

yX

Z

Z

y

yX



CCh - 321t

CCh - 341t

CCh - 320t

CCh - 340t

CCh - 322t

CCh - 342t

CCh-320t /321t (41x21x2 .0)

CCh-340t /341t (41x41x2 .0)




52 ChannelS

CCh-420t/421t (41x21x2.5)

Z

Z

YY21.0

41.0

Z

Z

YY41.0

41.0

ChannelCCh

Channel Weight

Cross Section

moment of inertia

Section modulus


G a iy iz Wy Wz 0.50 m 1.00 m 1.50 m


420t 1.75 2.18 1.15 4.92 0.89 2.50 1.55 0.78 0.32

421t 1.54 1.95 1.01 4.99 0.86 2.49 1.5 0.75 0.3

422t 3.50 4.48 5.55 10.15 2.63 5.31 4.58 2.29 1.53


FZ FQ

F

l [m]


Z

Z

y

yX


CCh - 221t

CCh - 220t

CCh - 222t


tOOtheD Channel

CCh-440t/441t (41x41x2.5)

Z

Z

YY21.0

41.0

Z

Z

YY41.0

41.0

ChannelCCh

Channel Weight

Cross Section

moment of inertia

Section modulus


G a iy iz Wy Wz 0.50 m 1.00 m 1.50 m


440t 2.57 3.28 6.52 8.78 2.76 4.39 4.81 2.41 1.60

441t 2.30 2.91 5.62 8.74 2.57 4.35 4.48 2.24 1.49

442t 4.90 6.34 32.02 17.54 8.11 8.85 14.14 7.07 4.71


FZ FQ

F

l [m]


Z

Z

y

yX

CCh - 441t

CCh - 440t

CCh - 442t



FittinGS


54 FittinGS

this part offers a full section of fittings and accessories to complete SFSP’s metal framing system .

Standard Finishes: hot Dip Galvanized .

Fitting Specifications (unless noted) : hole Size 13.0mm Diameter; hole Spacing 20.0mm from end and 48.0 mm

on center; Width 41.0mm; thickness , 6.0mm (Order hardware separately).

Flat

U Bracket

41

41

232

90

136

41

54

23

4141

41

88

90

90

9090

43

43 for C4182 for B2B

4747

138

90

138

184

138

138

Square Plate Specify hole Size m6, m8, m10, m12

5 holes Plate

Flat Bracket

U Bracket top hat

2 holes Plate

l Bracket

Flat Bracket

U Bracket Specify 41 or 82

3 holes Plate

l Bracket

3 holes Swing

4 holes Plate

tee Bracket

FittinGS

SFt 110

SFt 130

SFt 150

SFt 610

SFt 115

SFt 135

SFt 155

SFt 615

SFt 120

SFt 140

SFt 160

SFt 125

SFt 145


55FittinGS

angular

S

h

S

h

angle Bracket Specify 30° or 45°or 60°

angle Bracket Specify 30° or 45° or 60°

Wings

90˚ Degree

- Standard Finishes : Black,hot Dip Galvanized .

- Fitting Specifications (unless noted) : hole Size 13.0mm Diameter; hole Spacing 20.0mm from end and 48.0 mm on center;

Width 41.0mm; thickness , 6.0mm (Order hardware separately).

41

57

42

138

41

104

9847

41

138

51

41104

89

47 47

98

4043

4747

104

104

90° l Bracket

90° Bracket

90° angle tee left hand

90° l Bracket

90° Delta Bracket large

90° angle tee

90° long Bracket

90° Delta Bracket Small 90° heavy duty bracket

Channel tee Bracket

90° Bracket

SFt 510 SFt 515

SFt 210

SFt 230

SFt 310

SFt 215

SFt 235

SFt 315

SFt 220

SFt 240

SFt 320

SFt 225

SFt 245

16 46

90

98

13mm


56 FittinGS

100

100

60

136

65

120

200

10060

200

100

100

136

65

200

100

200

100

200

100

4040

820

100

60

Post Base

Base Plate with Single Fix

Base Plate with Double Fix

Base Plate with Double Channel

Base Plate with Double Channel Double Fix

SFt 340

SFt 345

SFt 350

SFt 355

65

120 60

2040

8140

10020 20

100

20 2060100

100

100

41

408

60

20140

50 50 2020

120

8

6040

208

60

100100

136

120

65

200

60

100

200

100

100

aCCeSSORieS


58 aCCeSSOiReS

DinZinc Plated for bolt Stainless Steel for

bolt

D

(mm)

d

(mm)

s

(mm)

440 m6 - 22 6.6 2

9021 m8 m8 24 8.4 2

9021 m10 m10 30 10.5 2.5

440 m12 - 45 13.5 4

9021 m12 m12 37 13 3

9021 m16 m16 50 17 3

Zinc Plated for bolt Stainless Steel for boltD

(mm)

d

(mm)

s

(mm)

m6 m6 12 6.4 1.6

m8 m8 16 8.4 1.6

m10 m10 21 10.5 2

m12 m12 24 13 2.5

m16 m16 30 17 3

Fully threaded Rods Grade 4.6 Din 975

S

m

S

d

D

S

d

D

Zinc PlatedThread - ZP

Zinc Platedfor bolt - ZP

Zinc PlatedDimension- ZP

D

[mm]

D

[mm]

S/mDIN

[mm]

SDIN

[mm]

S/mISO

[mm]

SEN

[mm]

e

[mm]

d

[mm]

d

[mm]

s

[mm]

s

[mm]

Length

[mm]

Load

cap.

[kN]

Threaded Rods, Hexagon Head Bol ts, Nuts, Washers

FR AMI NG SY STEM S ACC ESSORI ES

Order Example : TR - ZP - M 12 × 1000

Order Example : HB - ZP - M 12 × 1000

Order Example: WA - ZP - M 12 - DIN 9021


DIN

22

24

30

45

37

50

12

16

21

24

30

10/ 5

13/6,5

17/ 8

19/10

24/13

10

13

17

19

24

18

24

10

13

16

10/ 6

13/7,5

16/ 9,5

18/12

24/15,5

11,5

15,0

19,6

21,9

27,7

6,6

8,4

10,5

13,5

13

17

6,4

8,4

10,5

13

17

2

2

2,5

4

3

3

1,6

1,6

2

2,5

3

1000

1000

1000

1000

1000

2,2

4,0

6,4

12,9

17,3

M 6

M 8

M 10

M 12

M 16

M 6 x 12

M 6 x 25

M 8 x 25

M 8 x 40

M 10 x 20

M 10 x 30

M 10 x 45

M 10 x 60

M 10 x 70

M 12 x 22

M 12 x 25

M 12 x 30

M 12 x 40

M 12 x 50

M 12 x 60

M 12 x 80

M 12 x 90

M 16 x 40

M 16 x 60

M 16 x 90

M 8 x 25

M 10 x 30

M 10 x 45

M 12 x 25

M 12 x 30

M 12 x 40

M 12 x 60

M 12 x 80

M 16 x 40

M 16 x 60

M 16 x 90

M 6

M 8

M 10

M 12

M 16

M 6

M 8

M 10

M 12

M 16

440

9021

9021

440

9021

9021

M 6

M 8

M 10

M 12

M 12

M 16

M 6

M 8

M 10

M 12

M 16

M 8

M 10

M 12

M 16

M 6

M 8

M 10

M 12

M 16

M 6

M 8

M 10

M 12

M 16

Stainless SteelThread



Stainless Steelfor bolt



Stainless SteelDimension

Material & Finishes Codes

( S. 53)

= h.d. galvanised, strength grade 4.6

= electroplated, 4.6

= , 8.8

= Stainless steel grade A4-50

strength grade

h.d. galvanised strength grade

= electroplated, strength grade 8.8




= Stainless steel W1.4529 HCR-50

fv

gv

fv 8.8

A4-50

gv 8.8

A4-70

A2-50

A2-70

HCR

e

S

Zinc Plated thread length(mm)

load cap.(Kn)

m6 2000/3000 2.2

m8 2000/3000 4.0

m10 2000/3000 6.4

m12 2000/3000 12.9

m16 2000/3000 17.3

Order example : StR - m 12

threaded Rod (StR)Din 975

Square Washers SSW

h.D. Glavanized for Bolt Stainless Steel for Bolta x b x d

(mm)

m10 m10 40 x 40 x 5

m12 m12 40 x 40 x 5

m16 m16 40 x 40 x 5

m6 m6 40 x 40 x 6

m10 m10 40 x 40 x 6

m12 m12 40 x 40 x 6


s

L

D

L

Loadcap.

[kN]

Order example:

Order example:

Loadcap.

[kN]

S

[mm]

L

[mm]

D

[mm]

L

[mm]

10/10

12/14

13/16

16/20

21/25

26/32

13

17

22

15

20

25

30

40

50

40

40

50

2,2

4,0

6,4

9,3

17,3

27,0

6,4

9,3

17,3

M 6

M 8

M 10

M 12

M 16

M 20

M 10

M 12

M 16

M 6

M 8

M 10

M 12

M 16

M 20

M 10

M 12

M 16

CS - GV - M 16

HRC - GV - M 12

Coupler Sleeves, Square washers ,Sleeve Anchor ,Throught Anchor .......

Throught Anchor

Sleeve Anchor

b

da

b

d

a

Order Example: SW 41/41 - HDG - M 12

40 x 40 x 5

40 x 40 x 5

40 x 40 x 5

40 x 40 x 6

40 x 40 x 6

40 x 40 x 6

a x b x d

[mm]

M 10

M 12

M 16

M 6

M 10

M 12

M 6

M 10

M 12

M 10

M 12

M 16

ElectroplatedThread - GV




H.D. Galvanisedfor Bolts - HDG

Stainless Steelfor Bolts

Yellow zinc plated SteelThread (Zn)

L (mm)

Order example:

M 6

M 8

M 10

M 12

45

50

60

74

M 6

M 8

M 10

STM - Zn - M 12

Stainless Steel

Thread

Drill

(mm)

10

12

15

18

Min.Drill hole

(mm)

55

60

75

90

M 6

M 8

M 10

Stainless Steel

Thread


Screwx Length (mm)

Order example:

M 6

M 8

M 10

M 12

6x50

8x60

10x80

12x90

STMH - Zn - M 12

S max fixing(mm)

5

10

20

25

Yellow zinc plated Steel Thread (Zn)

10

25

45

75

10.3

12.2

17.1

25.3

9.6

17.5

27.8

40.5

M 6

M 8

M 10

M 12

TypeMax Torque

(mm)Pull Out

Shear

8

19

38

9.5

14

19

8.4

15.4

24.4

Max Torque(mm)

Pull Out

Shear


Pull-out values in KN -concrete R 250kg/cm2

its is advisable to apply safty factor in consideration of the various ways of employment

(1KN=100kg)

Square Washers (SSW)

SSW 40/40for all channels 41/21 Series

SSW 41/41for all channels41/41 Series

Order example: SSW 41/41 - m 12

Round Washers Din 440,Din 9021

Washers (SRW)Din 440,Din 9021

Order example: SRW - m 12 - Din 9021

Round Washers Din 125

Washers (SRW)Din 125

Order example: SRW - m 12 - Din 125

S

m

S

d

D

S

d

D




D

[mm]

D

[mm]

S/mDIN

[mm]

SDIN

[mm]

S/mISO

[mm]

SEN

[mm]

e

[mm]

d

[mm]

d

[mm]

s

[mm]

s

[mm]

Length

[mm]

Load

cap.

[kN]







DIN

22

24

30

45

37

50

12

16

21

24

30

10/ 5

13/6,5

17/ 8

19/10

24/13

10

13

17

19

24

18

24

10

13

16

10/ 6

13/7,5

16/ 9,5

18/12

24/15,5

11,5

15,0

19,6

21,9

27,7

6,6

8,4

10,5

13,5

13

17

6,4

8,4

10,5

13

17

2

2

2,5

4

3

3

1,6

1,6

2

2,5

3

1000

1000

1000

1000

1000

2,2

4,0

6,4

12,9

17,3

M 6

M 8

M 10

M 12

M 16

M 6 x 12

M 6 x 25

M 8 x 25

M 8 x 40

M 10 x 20

M 10 x 30

M 10 x 45

M 10 x 60

M 10 x 70

M 12 x 22

M 12 x 25

M 12 x 30

M 12 x 40

M 12 x 50

M 12 x 60

M 12 x 80

M 12 x 90

M 16 x 40

M 16 x 60

M 16 x 90

M 8 x 25

M 10 x 30

M 10 x 45

M 12 x 25

M 12 x 30

M 12 x 40

M 12 x 60

M 12 x 80

M 16 x 40

M 16 x 60

M 16 x 90

M 6

M 8

M 10

M 12

M 16

M 6

M 8

M 10

M 12

M 16

440

9021

9021

440

9021

9021

M 6

M 8

M 10

M 12

M 12

M 16

M 6

M 8

M 10

M 12

M 16

M 8

M 10

M 12

M 16

M 6

M 8

M 10

M 12

M 16

M 6

M 8

M 10

M 12

M 16









( S. 53)



= , 8.8


strength grade







fv

gv

fv 8.8

A4-50

gv 8.8

A4-70

A2-50

A2-70

HCR

e

S


s

L

D

L

Loadcap.

[kN]

Order example:

Order example:

Loadcap.

[kN]

S

[mm]

L

[mm]

D

[mm]

L

[mm]

10/10

12/14

13/16

16/20

21/25

26/32

13

17

22

15

20

25

30

40

50

40

40

50

2,2

4,0

6,4

9,3

17,3

27,0

6,4

9,3

17,3

M 6

M 8

M 10

M 12

M 16

M 20

M 10

M 12

M 16

M 6

M 8

M 10

M 12

M 16

M 20

M 10

M 12

M 16

CS - GV - M 16

HRC - GV - M 12


Throught Anchor

Sleeve Anchor

b

da

b

d

a


40 x 40 x 5

40 x 40 x 5

40 x 40 x 5

40 x 40 x 6

40 x 40 x 6

40 x 40 x 6

a x b x d

[mm]

M 10

M 12

M 16

M 6

M 10

M 12

M 6

M 10

M 12

M 10

M 12

M 16








L (mm)

Order example:

M 6

M 8

M 10

M 12

45

50

60

74

M 6

M 8

M 10

STM - Zn - M 12

Stainless Steel

Thread

Drill

(mm)

10

12

15

18

Min.Drill hole

(mm)

55

60

75

90

M 6

M 8

M 10

Stainless Steel

Thread


Screwx Length (mm)

Order example:

M 6

M 8

M 10

M 12

6x50

8x60

10x80

12x90

STMH - Zn - M 12

S max fixing(mm)

5

10

20

25


10

25

45

75

10.3

12.2

17.1

25.3

9.6

17.5

27.8

40.5

M 6

M 8

M 10

M 12

TypeMax Torque

(mm)Pull Out

Shear

8

19

38

9.5

14

19

8.4

15.4

24.4

Max Torque(mm)

Pull Out

Shear




(1KN=100kg)

S

m

S

d

D

S

d

D




D

[mm]

D

[mm]

S/mDIN

[mm]

SDIN

[mm]

S/mISO

[mm]

SEN

[mm]

e

[mm]

d

[mm]

d

[mm]

s

[mm]

s

[mm]

Length

[mm]

Load

cap.

[kN]







DIN

22

24

30

45

37

50

12

16

21

24

30

10/ 5

13/6,5

17/ 8

19/10

24/13

10

13

17

19

24

18

24

10

13

16

10/ 6

13/7,5

16/ 9,5

18/12

24/15,5

11,5

15,0

19,6

21,9

27,7

6,6

8,4

10,5

13,5

13

17

6,4

8,4

10,5

13

17

2

2

2,5

4

3

3

1,6

1,6

2

2,5

3

1000

1000

1000

1000

1000

2,2

4,0

6,4

12,9

17,3

M 6

M 8

M 10

M 12

M 16

M 6 x 12

M 6 x 25

M 8 x 25

M 8 x 40

M 10 x 20

M 10 x 30

M 10 x 45

M 10 x 60

M 10 x 70

M 12 x 22

M 12 x 25

M 12 x 30

M 12 x 40

M 12 x 50

M 12 x 60

M 12 x 80

M 12 x 90

M 16 x 40

M 16 x 60

M 16 x 90

M 8 x 25

M 10 x 30

M 10 x 45

M 12 x 25

M 12 x 30

M 12 x 40

M 12 x 60

M 12 x 80

M 16 x 40

M 16 x 60

M 16 x 90

M 6

M 8

M 10

M 12

M 16

M 6

M 8

M 10

M 12

M 16

440

9021

9021

440

9021

9021

M 6

M 8

M 10

M 12

M 12

M 16

M 6

M 8

M 10

M 12

M 16

M 8

M 10

M 12

M 16

M 6

M 8

M 10

M 12

M 16

M 6

M 8

M 10

M 12

M 16









( S. 53)



= , 8.8


strength grade







fv

gv

fv 8.8

A4-50

gv 8.8

A4-70

A2-50

A2-70

HCR

e

S

FRaminG SyStem aCCeSSORieSthreaded Rods, hexagon head Bolts, hexagon nuts, Washers


59aCCeSSOiReS

electroplated thread Stainless Steel thread

D

(mm)

L

(mm)

Loadcap.

(KN)

M6 M6 10/10 15 2.2

M8 M8 12/14 20 4.0

M10 M10 13/16 25 6.4

M12 M12 16/20 30 9.3

M16 M16 21/25 40 17.3

M20 M20 26/32 50 27.0

Coupler Sleeves Rounded

Coupler Sleeves (SCS)

Order example: SCS - m 16

electroplated thread Stainless Steel thread

S

(mm)

L

(mm)

Loadcap.

(KN)

M10 M10 13 40 6.4

M12 M12 17 40 9.3

M16 M16 22 50 17.3

hexagonal Rod Couplerhexagonal Rod Coupler with view hole (ShR)

Order example: ShR - ZP - m 12

machine hexhead Bolts Din 933, Din 24017

S

m

S

d

D

S

d

D




D

[mm]

D

[mm]

S/mDIN

[mm]

SDIN

[mm]

S/mISO

[mm]

SEN

[mm]

e

[mm]

d

[mm]

d

[mm]

s

[mm]

s

[mm]

Length

[mm]

Load

cap.

[kN]







DIN

22

24

30

45

37

50

12

16

21

24

30

10/ 5

13/6,5

17/ 8

19/10

24/13

10

13

17

19

24

18

24

10

13

16

10/ 6

13/7,5

16/ 9,5

18/12

24/15,5

11,5

15,0

19,6

21,9

27,7

6,6

8,4

10,5

13,5

13

17

6,4

8,4

10,5

13

17

2

2

2,5

4

3

3

1,6

1,6

2

2,5

3

1000

1000

1000

1000

1000

2,2

4,0

6,4

12,9

17,3

M 6

M 8

M 10

M 12

M 16

M 6 x 12

M 6 x 25

M 8 x 25

M 8 x 40

M 10 x 20

M 10 x 30

M 10 x 45

M 10 x 60

M 10 x 70

M 12 x 22

M 12 x 25

M 12 x 30

M 12 x 40

M 12 x 50

M 12 x 60

M 12 x 80

M 12 x 90

M 16 x 40

M 16 x 60

M 16 x 90

M 8 x 25

M 10 x 30

M 10 x 45

M 12 x 25

M 12 x 30

M 12 x 40

M 12 x 60

M 12 x 80

M 16 x 40

M 16 x 60

M 16 x 90

M 6

M 8

M 10

M 12

M 16

M 6

M 8

M 10

M 12

M 16

440

9021

9021

440

9021

9021

M 6

M 8

M 10

M 12

M 12

M 16

M 6

M 8

M 10

M 12

M 16

M 8

M 10

M 12

M 16

M 6

M 8

M 10

M 12

M 16

M 6

M 8

M 10

M 12

M 16









( S. 53)



= , 8.8


strength grade







fv

gv

fv 8.8

A4-50

gv 8.8

A4-70

A2-50

A2-70

HCR

e

S

hex head Bolt (ShB)Din 933 or en 24017(without nut)

Order example : ShB - m 12

Zinc Plated Dimension Stainless Steel DimensionS

Din(mm)

Sen

(mm)

m 6 x 12 -10 10

m 6 x 25 -

m 8 x 25 m 8 x 2513 13

m 8 x 40 -

m 10 x 20 -

17 16

m 10 x 30 m 10 x 30

m 10 x 45 m 10 x 45

m 10 x 60 -

m 10 x 70 -

m 12 x 22 -

19 18

m 12 x 25 m 12 x 25

m 12 x 30 m 12 x 30

m 12 x 40 m 12 x 40

m 12 x 50 -

m 12 x 60 m 12 x 60

m 12 x 80 m 12 x 80

m 12 x 90 -

m 16 x 40 m 16 x 40

24 24m 16 x 60 m 16 x 60

m 16 x 90 m 16 x 90

hexagon nuts Din 934, Din en 24032S

m

S

d

D

S

d

D




D

[mm]

D

[mm]

S/mDIN

[mm]

SDIN

[mm]

S/mISO

[mm]

SEN

[mm]

e

[mm]

d

[mm]

d

[mm]

s

[mm]

s

[mm]

Length

[mm]

Load

cap.

[kN]







DIN

22

24

30

45

37

50

12

16

21

24

30

10/ 5

13/6,5

17/ 8

19/10

24/13

10

13

17

19

24

18

24

10

13

16

10/ 6

13/7,5

16/ 9,5

18/12

24/15,5

11,5

15,0

19,6

21,9

27,7

6,6

8,4

10,5

13,5

13

17

6,4

8,4

10,5

13

17

2

2

2,5

4

3

3

1,6

1,6

2

2,5

3

1000

1000

1000

1000

1000

2,2

4,0

6,4

12,9

17,3

M 6

M 8

M 10

M 12

M 16

M 6 x 12

M 6 x 25

M 8 x 25

M 8 x 40

M 10 x 20

M 10 x 30

M 10 x 45

M 10 x 60

M 10 x 70

M 12 x 22

M 12 x 25

M 12 x 30

M 12 x 40

M 12 x 50

M 12 x 60

M 12 x 80

M 12 x 90

M 16 x 40

M 16 x 60

M 16 x 90

M 8 x 25

M 10 x 30

M 10 x 45

M 12 x 25

M 12 x 30

M 12 x 40

M 12 x 60

M 12 x 80

M 16 x 40

M 16 x 60

M 16 x 90

M 6

M 8

M 10

M 12

M 16

M 6

M 8

M 10

M 12

M 16

440

9021

9021

440

9021

9021

M 6

M 8

M 10

M 12

M 12

M 16

M 6

M 8

M 10

M 12

M 16

M 8

M 10

M 12

M 16

M 6

M 8

M 10

M 12

M 16

M 6

M 8

M 10

M 12

M 16









( S. 53)



= , 8.8


strength grade







fv

gv

fv 8.8

A4-50

gv 8.8

A4-70

A2-50

A2-70

HCR

e

S

hexagon nut (Shn)Din 934 or iSO 4032(= Din en 24032)

Zinc Plated thread Stainless Steel threadS/mDin

(mm)

S/miSO

(mm)

e

(mm)

m6 m6 10/5 10/6 11.5

m8 m8 13/6.5 13/7.5 15.0

m10 m10 17/8 16/9.5 19.6

m12 m12 19/10 18/12 21.9

m16 m16 24/13 24/15.5 27.7

Order example : Shn - m 12


60 aCCeSSOiReS

nut without Spring nut with Short Spring nut with long Spring hammer head Bolt

material: Zinc plated steel and stainless steel 304 (a2),316 (a4).tolerance: metric thread 6 h acc. Din 13-20.

t t

0.1

8

10

20

34.5

M

0.1

8

34 FL

t t

0.1

8

10

20

34.5

M

0.1

8

34 FL

t t

0.1

8

10

20

34.5

M

0.1

8

34 FL

Washer Ø 40

34.5

3

tle

ngth

FvFL

threaded Size Pull outForce Fv (kn)

longitudinalForce Fl (kn)

tightening torque(nm)

m6 5.0 0.3 6.5

m8 6.0 0.6 16.0

m10 7.0 1.2 31.5

m12 7.0 1.7 50.0

note: Do not exceed channel capacity

available length: l 30mm, 40mm, 50mm, 60mm.material: Zinc plated.

thread Size thicknesst (mm)

longitudinal Force Fl (kn)

Pull outForce Fv (kn)

tighteningtorque (nm)

m6 5.0 1.0 5.0 12.0

m8 6.0 2.4 6.0 28.0

m10 8.0 3.5 7.0 55.0

m12 10.0 5.0 9.0 75.0

Short Spring long Spring

FvFl

Channel nUtS


61aCCeSSOiReS

insert the spring nut anywhere along the continuous slotted channel. the rounded nut ends permit easy insertion.

a 90° clockwise turn aligns the grooves in the nut with the inturned edges of the channel. the need for drilling holes is eliminated.

additional channel sections can now be bolted to the fitting already in place by following procedure described in steps 1–3.

tightening with a wrench locks the serrated teeth of the nut into the inturned edges of the channel, to complete a strong, vise-like connection.

no Welding , no Drilling , no Special tools, Strong, Fast, economical and adjustable.

insert the bolt through the fitting and into the springnut. (See illustration 5 for end view showing the nut in place)

hex-head bolt connects fitting to channel as it is threaded into spring nut.

Chamfer in the nut eases starting of the bolt. nut teeth make a strong, vise-like grip when tightened against the inturned channel edges.

Channel edges and the nut’s tapered grooves act as guides to provide fool-proof alignment of connection.

nut teeth grip the channel’s inturned edges, tying the channel sides together in a “box” configuration for added strength.

Spring allows precision placement anywhere along channel length, then holds the nut in position while the connection is completed.

inStallatiOn & FeatUReS

1

2

3

4 5


62 aCCeSSOiReS

26

This section offers a full selection of fittings and accessories to complete SFSP’s metalframing system.

FITTINGS

STANDARD FINISHES: Hot Dip Galvanized .

FT 145

FT 150 FT 155

FITTING SPECIFICATIONS (unless noted): Hole Size—13.0mm Diameter; Hole Spacing— 20.0mm from end and48.0 mm on center; Width— 41.0mm; Thickness— 6.0mm (Order hardware separately)

FT 115FT 110 FT 120 FT 125

FT 130 FT 140

Square Plate Specify Hole Size M6,M8,M10,M12

2 Holes Plate 3 Holes Plate 4 Holes Plate

5 Holes Plate L Bracket Tee Bracket

Flat Bracket Flat Bracket

L Bracket

M6 25MM 25MM

LN 625LN 830 M8

M10 40MM40MM

LN 1040LN 1240

Part No. HoleH

Bolt Grade 8.8

LN 1650M12M16 50MM

A35

35454545

B1919

252525

C38385050

50

D3535414141

E1919212121

Beam Clamp Zinc Plated

FT 160

3 Holes Swing

E

D

CB

EH

G

H

A

FT 135

41

41

88138 184

41

138

138232 90

90

136

41

90

13890

9090

26

This section offers a full selection of fittings and accessories to complete SFSP’s metalframing system.

FITTINGS

STANDARD FINISHES: Hot Dip Galvanized .

FT 145

FT 150 FT 155

FITTING SPECIFICATIONS (unless noted): Hole Size—13.0mm Diameter; Hole Spacing— 20.0mm from end and48.0 mm on center; Width— 41.0mm; Thickness— 6.0mm (Order hardware separately)

FT 115FT 110 FT 120 FT 125

FT 130 FT 140

Square Plate Specify Hole Size M6,M8,M10,M12

2 Holes Plate 3 Holes Plate 4 Holes Plate

5 Holes Plate L Bracket Tee Bracket

Flat Bracket Flat Bracket

L Bracket

M6 25MM 25MM

LN 625LN 830 M8

M10 40MM40MM

LN 1040LN 1240

Part No. HoleH

Bolt Grade 8.8

LN 1650M12M16 50MM

A35

35454545

B1919

252525

C38385050

50

D3535414141

E1919212121

Beam Clamp Zinc Plated

FT 160

3 Holes Swing

E

D

CB

EH

G

H

A

FT 135

41

41

88138 184

41

138

138232 90

90

136

41

90

13890

9090

[email protected] · www.bts-saarburg.de · Tel.: +49 6581 9168-0 · Fax: +49 6581 9168-79

material: Cast iron ,hot dip galvanized casting tolerance according to Din 1684- Gta /17.

- With hexagon head screw Din 933 8.8, threaded end with cup point according to en iSO 4753 and

locknut Din 439 .

- For sprinkler systems, heating, ventilation and air conditioning, acoustic tubes

and sanitary installation machines and steel constructions.

TypeA

(mm)B

(mm)C

(mm)D

(mm)E

(mm)F

(mm)G

(mm)H

(mm)Weight

(g)Safe working

load (KN)

SBC8 21.0 19.0 35.0 M8 35.0 M8 18.0 38.0 81.0 1.2

SBC10 29.0 21.0 35.0 M8 41.0 M10 23.0 50.0 147.0 2.5

SBC10 23.0 21.0 42.0 M10 41.0 M10 20.0 44.0 143.0 2.5

SBC12 35.0 23.5 54.0 M12 48.0 M10 26.0 58.0 216.0 3.5

SBC16 30.0 29.5 58.0 M16 55.5 M12 28.0 58.3 318.0 5.5

-Beam Clamps can generally be secured by safety straps.

-Beam Clamps shall be secured when using Beam for pipes larger than Dn65 to avoid slipping of beam.

SBC

Beam ClamP - SBC

CantileveRS

& BeamS


64 CantileveRS & BeamS

CantileveR aRm BRaCKetS - SCa

CCh421 41x21x2.5

* Given loads are always [Kn] “ allowable characteristic live load “

Base plate : height (h) x width (b) x thickness (t) 140 50 10 - in the case of concrete support, use anchor m16.- in the case of C-channel frame, use bolt and spring m8.

** Connection force (pull out force) : 7.5 (Kn)

F1

1/2 A 1/2 A

or F2

Length A (mm)

h

2525

h-50

b t

FD

Fz

Fv =F1 + F2

CCh441 41x41x2.5

Base plate : height (h) x width (b) x thickness (t) 120 50 8

- in the case of concrete support, use anchor m10.- in the case of C-channel frame, use bolt and spring nut m8.


F2

F2

F1

F1

length allowable loada (mm) F1* F2* Fz**

150 1.10 0.60 3.10

300 0.60 0.30 3.10

450 0.40 0.20 3.10

600 0.30 0.10 3.10

700 0.20 0.10 3.10

800 0.20 0.10 3.10

900 0.20 0.10 3.10

1000 0.20 0.10 3.10


150 3.10 1.50 7.50

300 1.50 0.80 7.50

450 1.00 0.50 7.50

600 0.80 0.40 7.50

700 0.70 0.30 7.50

800 0.60 0.30 7.50

900 0.50 0.30 7.50

1000 0.50 0.20 7.50

a

a

F1

F1

F2

F2

1.20

1.00

0.80

0.60

0.40

0.20

0.00150 300 450 600 700 800 900 1000

length mm

Kn

length mm

Kn

3.50

3.00

2.50

2.00

1.50

1.00

0.50

0.00150 300 450 600 700 800 900 1000


65CantileveRS & BeamS


- in the case of concrete support, use anchor m12.- in the case of C-channel frame, use bolt and spring nut m8.


CCh422 41x21x2.5 B2B

* Given loads are always [Kn] “ allowable characteristic live load “

F1

1/2 A 1/2 A

or F2

Length A (mm)

h

b t

2525

h-50

FD

Fv =F1 + F2

Fz

CCh442 41x41x2.5 B2B

CantileveR aRm BRaCKet B2B - SCa


in the case of concrete support, use anchor m16.in the case of C-channel frame, use spring nut m10.

** Connection force (pull out force) : 8.3(Kn)


150 2.50 1.30 4.80

300 1.30 0.60 8.48

450 0.80 0.40 4.80

600 0.60 0.30 4.80

700 0.50 0.30 4.80

800 0.50 0.20 4.80

900 0.40 0.20 4.80

1000 0.40 0.20 4.80


150 7.00 3.50 8.30

300 3.50 1.80 8.30

450 2.30 1.20 8.30

600 1.80 0.90 8.30

700 1.50 0.80 8.30

800 1.30 0.70 8.30

900 1.20 0.60 8.30

1000 1.10 0.50 8.30

F2

F2

F1

F1

a

a

F1 F2

F1

F2

length mm

length mm

KnKn

3.00

2.50

2.00

1.50

1.00

0.50

0.00150 300 450 600 700 800 900 1000

150 300 450 600 700 800 900 1000

8.007.006.005.004.003.002.001.000.00


66 CantileveRS & BeamS

U - Support

i - Support

Wall Bracket

200140

100

8042

25

70

200140

100

8042

25

70

13x30

13x30

13x30

13x30

5

5

200140

100

8042

25

70

200140

100

8042

25

70

13x30

13x30

13x30

13x30

5

5

200140

100

8042

25

70

200140

100

8042

25

70

13x30

13x30

13x30

13x30

5

53000

3050

3200 3250

Order example: 3000 - length (l) - thickness (t) for more ordering details, please check pages (61-62)

U-Support with welded-on head plate200 x 100 x 5mm

U-Support with welded-on head plate200 x 100 x 5mm

5 mm thickness

for U-Support for i-Support



Order exampleitem (l) (t)3000 0200 5



head Plate

3100 200 x 100 x 5mm


67CantileveRS & BeamS

Support connectors

Support plates

Clamping plates

Support clamps

3300

3400

Clamping angles

3550

angles

3600 3450

3350





SyStem eXamPleS


70 SyStem eXamPleS

Suitable for pipes with nominal diameters up to 25 mm

Frame constructions: will be manufactured to your measurements

C-Channel

nut with spring

C-Channel with l Bracket

Base Plate with double fix

B2B Channel

Base Plate withDouble ChannelDouble Fix

l Bracket

C-Channel


Base Plate withDouble ChannelDouble Fix

B2B Channel

C-Channel


C-Channel FRaminG SyStemS 21X41

kg

C-Channel

l Bracket

21

41


71SyStem eXamPleS

Suitable for pipes with nominal diameters up to 80 mm or 150 mm with short spans or agreed applications

kg

kg

kg

kg

kg

C-Channel


U Bracket

41

41

kg

l Bracket

C-Channel


angle fittings, fixing plates etc.

C-ChannelBase Plate with double fix

l Bracket

U Bracket

Delta Bracket

l Bracket


C-Channel

C-Channel


C-Channel FRaminG SyStemS 41X41


72 SyStem eXamPleS

kg

kg

kg

kg

kg

kg

kg

kg

kg

kg

kg

kg

kg

kg

Support structures for heavy duty

Support structures for light duty

C-Channel


l Bracket

anChORS


74 anChORS

heavy DUty anChORS General information

Fig.1

Fig.2

Fig.3

Fig.4Fig.4

Fig.3

Fig.2

Fig.1

Direction of loading

the direction of the applied load shall be considered to determine the most appropriate anchor .

the tension and shear components shall be less than the recommended load/design resistance in the direction concerned.

Slotted holes in FixtureWhen fixing anchors through slotted holes; it is important to ensure that there is an adequate surface contact between the washer

and the fixture to guarantee a positive clamping force.

if in doubt, a square plate washer with a thickness of 3mm or above would be recommended in place of the standard washer

supplied.

Diamond Drilled holes When holes are formed in the structure using a diamond drilling system; extra care is required to ensure the holes are thoroughly

cleaned by brushing and blowing for at least three times. also, to make a key for the anchor (particulary if a bonded anchor is

installed) the sides of the hole shall be roughened up by inserting a standard masonry bit into the hole attached to a hammer

action drilling machine.

a resin with minimal shrinkage shall be selected for diamond drilled holes.

tensile loadstensile loads are applied along the axis of fixing (see Fig.1).

Common examples include suspended ceiling applications and

the suspension of mechanical services, pipework, ductwork, etc.

Shear loadsShear loads act at right angles to the axis of fixing and directly

against the face of the structural material (see Fig.2).

Shear performance is governed mainly by the shear strength

of the bolt material and by the comperssive strength of the

supporting substrate.

Oblique / Combined loadsOblique loads are a combination of tension and shear

components (see Fig.3).

If the angle of the applied oblique load is within 10˚ of pure

tension or pure shear, the safe working load for that direction

may be assumed. Otherwise, the applied oblique load shall be

resolved into its shear and tensile components.

Offset loadsOffset loads act at right angles to the fixing axis but are offset

from the surface (see Fig.4).

in this situation, the deflection of the bolt due to bending needs

to be considered as well as the shear capacity of the anchor.


75anChORS

technical Data:Recommended loads (non-cracked concrete C 20/25).

Setting Data:edge distance > 1,5 x h eff., distance between anchors > 3 x h eff. thickness of foundation > 2 x h eff.

installation Parmeters:h eff = effective anchorage depth.

type(order no)

tension load(Kn)

Shear load(Kn)

torque moment(nm)

Screw Grade

m6 2.5 2.3 10 4.6

m8 3.3 4.4 17 4.6

m10 4.7 6.5 34 4.6

m12 6.9 8.5 60 4.6

Size h eff.(mm)

edge DistanceC (mm)

Distance Betweenanchors S

(mm)

thickness ofFoundationhmin (mm)

Washer(Ø)

tightening torque (nm)

Spannersize (mm)

m6 40 60 120 100 12 x 1.6 10 10

m8 45 68 135 100 16 x 1.6 20 13

m10 55 83 165 110 20 x 2.0 40 17

m12 70 105 210 140 24 x 2.5 75 19

Bolt Size length exp.unit(mm)

Drill (Ø) (mm)

Drilling depth (mm)

h eff.(mm)

Usable length(mm)

Screw Ø x length (mm)

m6 45 10 55 40 5 m6 x 50

m8 50 12 60 45 10 m8 x 60

m10 60 15 80 55 20 m10 x 80

m12 75 18 90 70 25 m12 x 90

*for cracked Concrete we shall use 0,5 x this value (approximately)

Features:- Suitable for all screws or threaded bolts with metric thread.

- low energy impact, power-saving assembly.

- multiple removing and fixing.

- inside threaded anchor, allows great flexibility.

- Can use variable lengths and art of threaded rods or bolts.

- Small edge distance and small distance between anchors.

- Provide uniform load by tightening the screw or hexagon nut, the cone pulls

into the expansion anchor and tightens against the drilled hole.

- Suitable for use in concrete and natural stone.

typical applications:Cable trays, handrails, brackets, staircases, ladders, machines, window panels, base

plates, scaffoldings and frameworks .


s

L

D

L

Loadcap.

[kN]

Order example:

Order example:

Loadcap.

[kN]

S

[mm]

L

[mm]

D

[mm]

L

[mm]

10/10

12/14

13/16

16/20

21/25

26/32

13

17

22

15

20

25

30

40

50

40

40

50

2,2

4,0

6,4

9,3

17,3

27,0

6,4

9,3

17,3

M 6

M 8

M 10

M 12

M 16

M 20

M 10

M 12

M 16

M 6

M 8

M 10

M 12

M 16

M 20

M 10

M 12

M 16

CS - GV - M 16

HRC - GV - M 12


Throught Anchor

Sleeve Anchor

b

da

b

d

a


40 x 40 x 5

40 x 40 x 5

40 x 40 x 5

40 x 40 x 6

40 x 40 x 6

40 x 40 x 6

a x b x d

[mm]

M 10

M 12

M 16

M 6

M 10

M 12

M 6

M 10

M 12

M 10

M 12

M 16








L (mm)

Order example:

M 6

M 8

M 10

M 12

45

50

60

74

M 6

M 8

M 10

STM - Zn - M 12

Stainless Steel

Thread

Drill

(mm)

10

12

15

18

Min.Drill hole

(mm)

55

60

75

90

M 6

M 8

M 10

Stainless Steel

Thread


Screwx Length (mm)

Order example:

M 6

M 8

M 10

M 12

6x50

8x60

10x80

12x90

STMH - Zn - M 12

S max fixing(mm)

5

10

20

25


10

25

45

75

10.3

12.2

17.1

25.3

9.6

17.5

27.8

40.5

M 6

M 8

M 10

M 12

TypeMax Torque

(mm)Pull Out

Shear

8

19

38

9.5

14

19

8.4

15.4

24.4

Max Torque(mm)

Pull Out

Shear




(1KN=100kg)

Stm/h


s

L

D

L

Loadcap.

[kN]

Order example:

Order example:

Loadcap.

[kN]

S

[mm]

L

[mm]

D

[mm]

L

[mm]

10/10

12/14

13/16

16/20

21/25

26/32

13

17

22

15

20

25

30

40

50

40

40

50

2,2

4,0

6,4

9,3

17,3

27,0

6,4

9,3

17,3

M 6

M 8

M 10

M 12

M 16

M 20

M 10

M 12

M 16

M 6

M 8

M 10

M 12

M 16

M 20

M 10

M 12

M 16

CS - GV - M 16

HRC - GV - M 12


Throught Anchor

Sleeve Anchor

b

da

b

d

a


40 x 40 x 5

40 x 40 x 5

40 x 40 x 5

40 x 40 x 6

40 x 40 x 6

40 x 40 x 6

a x b x d

[mm]

M 10

M 12

M 16

M 6

M 10

M 12

M 6

M 10

M 12

M 10

M 12

M 16








L (mm)

Order example:

M 6

M 8

M 10

M 12

45

50

60

74

M 6

M 8

M 10

STM - Zn - M 12

Stainless Steel

Thread

Drill

(mm)

10

12

15

18

Min.Drill hole

(mm)

55

60

75

90

M 6

M 8

M 10

Stainless Steel

Thread


Screwx Length (mm)

Order example:

M 6

M 8

M 10

M 12

6x50

8x60

10x80

12x90

STMH - Zn - M 12

S max fixing(mm)

5

10

20

25


10

25

45

75

10.3

12.2

17.1

25.3

9.6

17.5

27.8

40.5

M 6

M 8

M 10

M 12

TypeMax Torque

(mm)Pull Out

Shear

8

19

38

9.5

14

19

8.4

15.4

24.4

Max Torque(mm)

Pull Out

Shear




(1KN=100kg)

Stmexpansion Steel anchor

H eff

Thickness of Foundation

Length

Washer

MSpaner

Size

Drilling depth

Usable Length

AHM Sleeve Anchor serutaeF

secnatsidecapsdnaegdellamSTorque controlled expansionZinc plated > 5µmThrough xing

Applications snoitcurtsnoc-rednu,selorp,senihcam,snoitcurtsnocleets

noitallatsnI

S-AHM Sleeve Anchor with hexagon screw htgneLmmØllirDmm

htpedgnillirDdaerhTmm

htgnelelbasUmm

htpedgnitteSmin.mm

6M6M8M8M01M01M

B-AHM Sleeve Anchor with threaded bolt and nut

58 Mungo Befestigungstechnik AG

Met

al P

rodu

cts

kat_en-2007-11-29.indd 58 4.12.2007 10:13:36 Uhr

Tension load (kN)

Type(Order No)

Shear load (kN)

Bending moment (Nm)

Distance betweenanchor S (mm)

6M8M01M21M

2.03.05.0

5.7

105120150225

Min. thickness of found

(hmin) mm

Tighten torque(Nm)

Spannersize (SAS)

Spannersize (SAB)

Drill Ø(mm)

Size(mm)

Length(mm)

Usablelength(mm)

Drilling depth(mm)

Settingdepth min.

(mm)88

10101212

M6M6M8M8

M10M10

4560608070

100

555560607070

51515251535

353540405050

Drill Ø(mm)

Size(mm)

Length(mm)

Usablelength(mm)

Drilling depth(mm)

Settingdepth min.

(mm)88

101010121212161616

M6M6M8M8M8

M10M10M10M12M12M12

406550759575

10013065

110145

5555606060707070909090

5255

30501540705

2560

3535404040505050757575

Plug & drill Ø(mm)

Length(mm)

UsableDrilling Depth(mm)

Length(mm)

SettingDepth Min.

(mm)5406060807001

555506060707

55151525153

535304040505

8801012121

2.53.35.58.0

90.0100.0120.0140.0

10.013.017.0---

10.013.015.019.0

8.025.040.050.0

4.205.30

12.8025.0

Distance to edge C (mm)

55.060.075.0

115.0

Tinst

materials:- zinc plated steel.- stainless steel [ SS 304 (a2) , SS 316 (a4) ].

eXPanSiOn Steel anChOR - Stm


76 anChORS

Throughbolt, stainless steel A4/316

serutaeFetercnocdekcarcnurof7noitpOlavorppAlacinhceTnaeporuE

Torque controlled expansionApplications in damp areas and outdoorsStainless steel A4/316Face xing or through xing

Applications ,senihcam,snoitcurtsnocleets,sgniliar,syartelbac,sedacaf

under-constructions, high-racks, pro les

Tension load (kN)

Shear load (kN)

Bending moment (Nm)

Edge Distance C (mm)

He�. (mm)


Thickness offoundation

(mm)

Tighten torque(Nm)

Spanner size

6M 2.64.15.89.214

3.36.38.51223

5153050

100

5.513

26.546.5

118.5

4050586880

Washer (Ø)

12 x 1.616 x 1.620 x 2.024 x 2.530 x 3.0

02106 001 018M 05157 001 3101M 47178 021 7121M 402201 041 9161M 042021 061 42

noitallatsnI

2

03505604015660452086040459672505803010680501088055158805525980554511833506015301070185515901850301101855452101850604101850806101850010810194508218651011218603521218605541218607561218609581210701511610851031610803541610854061610856081610010306102


Plug & drill Ø(mm)

Length(mm)

UsableLength(mm)

Settingdepth min.

(mm)

kat_en-2007-11-29.indd 50 4.12.2007 10:12:24 Uhr

Bolt Size

Tinst

1

Drill a hole and clean it with a brush, remove dust with a blower.

installation

2

Place the plug and the object to fix.

tighten the screw.

3

Fixing completed.

4


77anChORS


Setting Data:edge distance > 1.5 x effective anchorage depth, distance between anchors > 3,0 x effective anchorage depth, min. thickness of foundation > 2,5 x h eff.

installation Parmeters:h eff = effective anchorage depth.

threadedsize

tension load(Kn)

Shear load(Kn)

torque moment(nm)

m6 2.0 1.2 4.0

m8 3.5 2.2 8.0

m10 4.25 3.5 15.0

m12 5.55 5.0 35.0

Size h eff.(mm)

edge DistanceC (mm)

Distance Betweenanchors S (mm)

thickness ofFoundation hmin (mm)


Spannersize

m6 25 37.5 75 100 4 10

m8 30 45 90 100 9 13

m10 40 60 120 130 17 17

m12 50 75 150 140 30 19

thread Size

anchorlength (mm)

threadlength (mm)

Drill (Ø) (mm)

Drilling Depth (mm)

effective anchorage Depth h eff.

(mm)

min. Screw Depth e (mm)

max.Screw Depth e (mm)

m6 25 11 8 25 25 6 12

m8 30 13 10 30 30 8 13

m10 40 15 12 40 40 10 17

m12 50 20 16 50 50 12 18


Features:- Provides permanently fixed threaded socket in concrete.

- Use in non-cracked concrete or cracked concrete and natural stone.

- the anchor will spread and tighten against the drilled hole after inserting with

setting tool.

- low setting depth, reduced drilling time.

- enables cost-effective assembly .

- multiple removing and fixing.

typical applications:- Pipes, ventilation ducts, suspended ceilings, sprinkler systems, brackets, threaded rods,

cable trays.

Anchor Length

Drilling Depth

E E= Screw Depth

Drill Ø

H eff




noitallatsnI



htgnelelbasUmm

htpedgnitteSmin.mm

6M6M8M8M01M01M



Met

al P

rodu

cts

kat_en-2007-11-29.indd 58 4.12.2007 10:13:36 Uhr

Tension load (kN)

Type(Order No)

Shear load (kN)

Bending moment (Nm)


6M8M01M21M

2.03.05.0

5.7

105120150225


(hmin) mm

Tighten torque(Nm)

Spannersize (SAS)

Spannersize (SAB)

Drill Ø(mm)

Size(mm)

Length(mm)

Usablelength(mm)

Drilling depth(mm)

Settingdepth min.

(mm)88

10101212

M6M6M8M8

M10M10

4560608070

100

555560607070

51515251535

353540405050

Drill Ø(mm)

Size(mm)

Length(mm)

Usablelength(mm)

Drilling depth(mm)

Settingdepth min.

(mm)88

101010121212161616

M6M6M8M8M8

M10M10M10M12M12M12

406550759575

10013065

110145

5555606060707070909090

5255

30501540705

2560

3535404040505050757575

Plug & drill Ø(mm)

Length(mm)


Length(mm)

SettingDepth Min.

(mm)5406060807001

555506060707

55151525153

535304040505

8801012121

2.53.35.58.0

90.0100.0120.0140.0

10.013.017.0---

10.013.015.019.0

8.025.040.050.0

4.205.30

12.8025.0


55.060.075.0

115.0

Tinst


SDa

DROP in anChOR - SDa


78 anChORS

2

insert the anchor sleeve in the hole.

3

tighten to the recommended torque.

4

Fixing completed.

34 Technical Advisory Service Tel: +44 (0) 1530 812 857, Fax: +44 (0) 1530 812 862

R-DCA WEDGE ANCHORFOR CONCRETE & STONE

DESCRIPTIONProvides permanently �xed threaded sockets in concrete. Allows bolts or studs to be installed and removed without damaging the anchor. Available in: zinc plated steel and stainless steel grade A4 (1.4401). Install with manual setting tool or mechanical setting tool for use with hammer action drilling machines.

SUITABLE FOR USE IN:ConcreteStone.

FEATURES1. Internally threaded to take stud or bolt.2. Easy to install by hammer action.3. Slotted sleeve and captive internal tapered wedge to

facilitate easy setting and expansion.

Product Information

Installation

1. Drill a hole of required diameter and depth.

2. Remove debris and thoroughly clean hole with brush and pump.

3. Insert wedge anchor, slotted end �rst.

5. Alternatively use mechanical setting tool with appropriate drilling machine.

4. Use the setting tool to drive the internal wedge into the anchor.

R-DCA WEDGE ANCHOR - ZINC PLATED

THREADSIZE(d)

ANCHORLENGTH

(mm)( l )

THREAD LENGTH(mm)(lG )

HOLE DIAMETER

(mm)(do)

HOLE DEPTH(mm)(ho )

MAXIMUMRECOMMENDED

TORQUE(Nm)

(Tinst )

PRODUCT CODE NEW CODE

M6 25 118 27 4.5 77-108 WA-06M8 30 13 10 32 11 77-120 WA-08

M10 40 15 12 42 22 77-132 WA-10M12 50 20 15 52 38 77-141 WA-12M16 65 25 20 67 95 77-150 WA-16M20 80 35 25 82 185 77-162 WA-20

Manual Setting Tool Mechanical Setting Tool

R-DCA WEDGE ANCHOR - STAINLESS STEEL

THREADSIZE(d)

ANCHORLENGTH

(mm)( l )


HOLE DIAMETER

(mm)(do)

HOLE DEPTH(mm)(ho )

MAXIMUMRECOMMENDED

TORQUE(Nm)

(Tinst )


M6 25 118 27 4.5 77-608 WA-A4-06M8 30 13 10 32 11 77-620 WA-A4-08

M10 40 15 12 42 22 77-632 WA-A4-10M12 50 20 15 52 38 77-641 WA-A4-12M16 65 25 20 67 95 77-650 WA-A4-16

ETA PENDING 2007

TYPICAL APPLICATIONSe For permanently �xing threaded sockets in concrete and good quality stone.e Ideal for secure �xing for mechanical services, cable trays, platforms, drain covers, suspended ceilings etc.e Securing equipment that may need to be removed or replaced.




DESCRIPTIONProvides permanently �xed threaded sockets in concrete. Allows bolts or studs to be installed and removed without damaging the anchor. Available in: zinc plated steel and stainless steel grade A4 (1.4401). Install with manual setting tool or mechanical setting tool for use with hammer action drilling machines.




Product Information

Installation


2. Remove debris and thoroughly clean hole with brush and pump.

3. Insert wedge anchor, slotted end �rst.

5. Alternatively use mechanical setting tool with appropriate drilling machine.



THREADSIZE(d)

ANCHORLENGTH

(mm)( l )


HOLE DIAMETER

(mm)(do)

HOLE DEPTH(mm)(ho )

MAXIMUMRECOMMENDED

TORQUE(Nm)

(Tinst )


M6 25 118 27 4.5 77-108 WA-06M8 30 13 10 32 11 77-120 WA-08

M10 40 15 12 42 22 77-132 WA-10M12 50 20 15 52 38 77-141 WA-12M16 65 25 20 67 95 77-150 WA-16M20 80 35 25 82 185 77-162 WA-20

Manual Setting Tool Mechanical Setting Tool


THREADSIZE(d)

ANCHORLENGTH

(mm)( l )


HOLE DIAMETER

(mm)(do)

HOLE DEPTH(mm)(ho )

MAXIMUMRECOMMENDED

TORQUE(Nm)

(Tinst )


M6 25 118 27 4.5 77-608 WA-A4-06M8 30 13 10 32 11 77-620 WA-A4-08

M10 40 15 12 42 22 77-632 WA-A4-10M12 50 20 15 52 38 77-641 WA-A4-12M16 65 25 20 67 95 77-650 WA-A4-16

ETA PENDING 2007

TYPICAL APPLICATIONSe For permanently �xing threaded sockets in concrete and good quality stone.e Ideal for secure �xing for mechanical services, cable trays, platforms, drain covers, suspended ceilings etc.e Securing equipment that may need to be removed or replaced.




DESCRIPTIONProvides permanently xed threaded sockets in concrete.Allows bolts or studs to be installed and removed withoutdamaging the anchor.Available in: zinc plated steel and stainless steel grade A4(1.4401).Install with manual setting tool or mechanical setting tool for use with hammer action drilling machines.




Product Information

Installation


2. Remove debris andthoroughly clean hole withbrush and pump.

3. Insert wedge anchor,slotted end

5. Alternatively use mechanicalsetting tool with appropriatedrilling machine.



THREADSIZE(d)

ANCHORLENGTH

(mm)( l )


HOLEDIAMETER

(mm)(do)

HOLE DEPTH(mm)(ho )

MAXIMUMRECOMMENDED

TORQUE(Nm)

(Tinst )


M6 25 11 8 27 4.5 77-108 WA-06M8 30 13 10 32 11 77-120 WA-08

M10 40 15 12 42 22 77-132 WA-10M12 50 20 15 52 38 77-141 WA-12M16 65 25 20 67 95 77-150 WA-16M20 80 35 25 82 185 77-162 WA-20

Manual Setting Tool

THREAD SIZE(d)

M6M8

M10M12M16M20

Mechanical Setting Tool

THREAD SIZE(d)

GRIP TYPE

M6 SDS-plusM8 SDS-plus

M10 SDS-plusM12 SDS-plusM16 SDS-maxM20 SDS-max


THREADSIZE(d)

ANCHORLENGTH

(mm)( l )


HOLEDIAMETER

(mm)(do)

HOLE DEPTH(mm)(ho )

MAXIMUMRECOMMENDED

TORQUE(Nm)

(Tinst )


M6 25 11 8 27 4.5 77-608 WA-A4-06M8 30 13 10 32 11 77-620 WA-A4-08

M10 40 15 12 42 22 77-632 WA-A4-10M12 50 20 15 52 38 77-641 WA-A4-12M16 65 25 20 67 95 77-650 WA-A4-16

ETA PENDING 2007

TYPICAL APPLICATIONSe For permanently xing threaded sockets in concrete and good quality stone.e Ideal for secure for mechanical services, cable trays, platforms, drain covers, suspended ceilings etc.e Securing equipment that may need to be removed or replaced.

RAWL_KATALOG_2007_2008.indb 34 2007-10-15 14:34:42



DESCRIPTIONProvides permanently xed threaded sockets in concrete.Allows bolts or studs to be installed and removed withoutdamaging the anchor.Available in: zinc plated steel and stainless steel grade A4(1.4401).Install with manual setting tool or mechanical setting tool for use with hammer action drilling machines.




Product Information

Installation


2. Remove debris andthoroughly clean hole withbrush and pump.

3. Insert wedge anchor,slotted end

5. Alternatively use mechanicalsetting tool with appropriatedrilling machine.



THREADSIZE(d)

ANCHORLENGTH

(mm)( l )


HOLEDIAMETER

(mm)(do)

HOLE DEPTH(mm)(ho )

MAXIMUMRECOMMENDED

TORQUE(Nm)

(Tinst )


M6 25 11 8 27 4.5 77-108 WA-06M8 30 13 10 32 11 77-120 WA-08

M10 40 15 12 42 22 77-132 WA-10M12 50 20 15 52 38 77-141 WA-12M16 65 25 20 67 95 77-150 WA-16M20 80 35 25 82 185 77-162 WA-20

Manual Setting Tool

THREAD SIZE(d)

M6M8

M10M12M16M20

Mechanical Setting Tool

THREAD SIZE(d)

GRIP TYPE

M6 SDS-plusM8 SDS-plus

M10 SDS-plusM12 SDS-plusM16 SDS-maxM20 SDS-max


THREADSIZE(d)

ANCHORLENGTH

(mm)( l )


HOLEDIAMETER

(mm)(do)

HOLE DEPTH(mm)(ho )

MAXIMUMRECOMMENDED

TORQUE(Nm)

(Tinst )


M6 25 11 8 27 4.5 77-608 WA-A4-06M8 30 13 10 32 11 77-620 WA-A4-08

M10 40 15 12 42 22 77-632 WA-A4-10M12 50 20 15 52 38 77-641 WA-A4-12M16 65 25 20 67 95 77-650 WA-A4-16

ETA PENDING 2007

TYPICAL APPLICATIONSe For permanently xing threaded sockets in concrete and good quality stone.e Ideal for secure for mechanical services, cable trays, platforms, drain covers, suspended ceilings etc.e Securing equipment that may need to be removed or replaced.

RAWL_KATALOG_2007_2008.indb 34 2007-10-15 14:34:42

Use the setting tool to drive the internal wedge into the anchor.

alternatively use the mechanical setting tool with an appropriate drilling machine.

manual Setting tool mechanical Setting tool






Tension load (kN)

Shear load (kN)

Bending moment (Nm)


He�. (mm)



(mm)

Tighten torque(Nm)

Spanner size

6M 2.64.15.89.214

3.36.38.51223

5153050

100

5.513

26.546.5

118.5

4050586880

Washer (Ø)

12 x 1.616 x 1.620 x 2.024 x 2.530 x 3.0

02106 001 018M 05157 001 3101M 47178 021 7121M 402201 041 9161M 042021 061 42

noitallatsnI

2

03505604015660452086040459672505803010680501088055158805525980554511833506015301070185515901850301101855452101850604101850806101850010810194508218651011218603521218605541218607561218609581210701511610851031610803541610854061610856081610010306102


Plug & drill Ø(mm)

Length(mm)

UsableLength(mm)

Settingdepth min.

(mm)

kat_en-2007-11-29.indd 50 4.12.2007 10:12:24 Uhr

Bolt Size

Tinst

1


installation


79anChORS


Bolt Sizetension load

(Kn)Shear load

(Kn)torque moment

(nm)

M6 1.40 2.0 10

M8 2.45 3.3 25.0

M10 3.5 5.0 40.0

M12 .... .... ....

Bolt Size h eff.(mm)

edge DistanceC (mm)

Distance Betweenanchors S (mm)


Washer (Ø)

(mm)


Spannersize

M6 35 52.5 105 70 18 x 1.6 8 10

M8 40 60 120 80 16 x 1.6 25 13

M10 50 75 150 100 20 x 2.0 40 17

M12 75 112.5 225 150 26 x 2.0 50 19

Sleeve anchor - SaS:with hexagon screw (non-cracked concrete C20/25).

Size length (mm)

Drill (Ø) (mm)

hole Ø in Fixture (mm)

Drilling Depth (mm)

Setting Depth(Ø)

h eff.(mm)

min.Usable length(mm)

M6 45 8 10 55 35 35 5

M6 60 8 10 55 35 35 15

M8 60 10 12 60 40 40 15

M8 80 10 12 60 40 40 25

M10 70 12 14 70 50 50 15

M10 100 12 14 70 60 50 35

Setting Data:edge distance > 1.5 x effective anchorage depth, distance between anchors> 3,0 x effective anchorage depth, min. thickness of foundation > 2,5 x h eff.


*for cracked Concrete we shall use 0,5 x this value (approximately).

Features:- Suitable for use in concrete, natural stone, brickwork and blockwork- small distance between achors.- Optimum performance in most base material types.- no protruding threads after installation.- Small distance between anchors and from edge.- Controlled expansion.- Zinc plated > 5µm.- effective force distribution in the drilled hole.- Sleeve anchor with hexagon screw or with threaded bolt.


typical applications:Uni-channel ,railings, steel constructions , machines, high-racks, cable support systems and mechanical fixations.




noitallatsnI



htgnelelbasUmm

htpedgnitteSmin.mm

6M6M8M8M01M01M



Met

al P

rodu

cts

kat_en-2007-11-29.indd 58 4.12.2007 10:13:36 Uhr

Tension load (kN)

Type(Order No)

Shear load (kN)

Bending moment (Nm)


6M8M01M21M

2.03.05.0

5.7

105120150225


(hmin) mm

Tighten torque(Nm)

Spannersize (SAS)

Spannersize (SAB)

Drill Ø(mm)

Size(mm)

Length(mm)

Usablelength(mm)

Drilling depth(mm)

Settingdepth min.

(mm)88

10101212

M6M6M8M8

M10M10

4560608070

100

555560607070

51515251535

353540405050

Drill Ø(mm)

Size(mm)

Length(mm)

Usablelength(mm)

Drilling depth(mm)

Settingdepth min.

(mm)88

101010121212161616

M6M6M8M8M8

M10M10M10M12M12M12

406550759575

10013065

110145

5555606060707070909090

5255

30501540705

2560

3535404040505050757575

Plug & drill Ø(mm)

Length(mm)


Length(mm)

SettingDepth Min.

(mm)5406060807001

555506060707

55151525153

535304040505

8801012121

2.53.35.58.0

90.0100.0120.0140.0

10.013.017.0---

10.013.015.019.0

8.025.040.050.0

4.205.30

12.8025.0


55.060.075.0

115.0

Tinst

Setting Depth

H eff

Length

Washer

MSpaner

Size

Drilling DepthUsable Length

Drill Ø

SaS

Sleeve anChOR - SaS


80 anChORS

Sleeve anchor - SaB:with threaded bolt and nut

Setting Depth

H eff

Length

Washer

MSpanner

Size

Drilling Depth

Usable Length

Drill Ø

Size length (mm)

Drill (Ø) (mm)


min.Drilling Depth (mm)

min. Setting Depth(Ø)

h eff.(mm)

max. Usable length(mm)

M6 49 8 10 29 27 25 20

M6 64 8 10 29 27 25 35

M8 60 10 12 34 32 30 25

M8 75 10 12 34 32 30 40

M8 105 10 12 34 32 30 70

M8 85 10 12 34 32 30 50

M10 73 12 14 44 42 40 25

M10 88 12 14 44 42 40 40

M10 108 12 14 44 42 40 60

M10 138 12 14 44 42 40 90

M12 100 16 18 64 62 60 30

M12 120 16 18 64 62 60 50

M16 165 20 22 84 82 80 70






Tension load (kN)

Shear load (kN)

Bending moment (Nm)


He�. (mm)



(mm)

Tighten torque(Nm)

Spanner size

6M 2.64.15.89.214

3.36.38.51223

5153050

100

5.513

26.546.5

118.5

4050586880

Washer (Ø)

12 x 1.616 x 1.620 x 2.024 x 2.530 x 3.0

02106 001 018M 05157 001 3101M 47178 021 7121M 402201 041 9161M 042021 061 42

noitallatsnI

2

03505604015660452086040459672505803010680501088055158805525980554511833506015301070185515901850301101855452101850604101850806101850010810194508218651011218603521218605541218607561218609581210701511610851031610803541610854061610856081610010306102


Plug & drill Ø(mm)

Length(mm)

UsableLength(mm)

Settingdepth min.

(mm)

kat_en-2007-11-29.indd 50 4.12.2007 10:12:24 Uhr

Bolt Size

Tinst

1


insert the sleeve anchor through the fixture into the hole.





noitallatsnI



htgnelelbasUmm

htpedgnitteSmin.mm

6M6M8M8M01M01M



Met

al P

rodu

cts

kat_en-2007-11-29.indd 58 4.12.2007 10:13:36 Uhr

Tension load (kN)

Type(Order No)

Shear load (kN)

Bending moment (Nm)


6M8M01M21M

2.03.05.0

5.7

105120150225


(hmin) mm

Tighten torque(Nm)

Spannersize (SAS)

Spannersize (SAB)

Drill Ø(mm)

Size(mm)

Length(mm)

Usablelength(mm)

Drilling depth(mm)

Settingdepth min.

(mm)88

10101212

M6M6M8M8

M10M10

4560608070

100

555560607070

51515251535

353540405050

Drill Ø(mm)

Size(mm)

Length(mm)

Usablelength(mm)

Drilling depth(mm)

Settingdepth min.

(mm)88

101010121212161616

M6M6M8M8M8

M10M10M10M12M12M12

406550759575

10013065

110145

5555606060707070909090

5255

30501540705

2560

3535404040505050757575

Plug & drill Ø(mm)

Length(mm)


Length(mm)

SettingDepth Min.

(mm)5406060807001

555506060707

55151525153

535304040505

8801012121

2.53.35.58.0

90.0100.0120.0140.0

10.013.017.0---

10.013.015.019.0

8.025.040.050.0

4.205.30

12.8025.0


55.060.075.0

115.0

Tinst

2

installation of Sleeve anchor - SaS




noitallatsnI



htgnelelbasUmm

htpedgnitteSmin.mm

6M6M8M8M01M01M



Met

al P

rodu

cts

kat_en-2007-11-29.indd 58 4.12.2007 10:13:36 Uhr

Tension load (kN)

Type(Order No)

Shear load (kN)

Bending moment (Nm)


6M8M01M21M

2.03.05.0

5.7

105120150225


(hmin) mm

Tighten torque(Nm)

Spannersize (SAS)

Spannersize (SAB)

Drill Ø(mm)

Size(mm)

Length(mm)

Usablelength(mm)

Drilling depth(mm)

Settingdepth min.

(mm)88

10101212

M6M6M8M8

M10M10

4560608070

100

555560607070

51515251535

353540405050

Drill Ø(mm)

Size(mm)

Length(mm)

Usablelength(mm)

Drilling depth(mm)

Settingdepth min.

(mm)88

101010121212161616

M6M6M8M8M8

M10M10M10M12M12M12

406550759575

10013065

110145

5555606060707070909090

5255

30501540705

2560

3535404040505050757575

Plug & drill Ø(mm)

Length(mm)


Length(mm)

SettingDepth Min.

(mm)5406060807001

555506060707

55151525153

535304040505

8801012121

2.53.35.58.0

90.0100.0120.0140.0

10.013.017.0---

10.013.015.019.0

8.025.040.050.0

4.205.30

12.8025.0


55.060.075.0

115.0

Tinst

3

1

1

Place the fixture (object) and drill a hole.

Drill a hole of requested diameter and depth.

Remove dust with a blower and clean the hole with a brush.

Remove dust with a blower and clean the hole with a brush.

tap the anchor through fixture with a hammer or a setting tool.

tap with a hammer or a setting tool until fixing depth is reached.



2

2

installation ( push-through installation )

installation ( pre positioned installation )

3

3

4

4


81anChORS

technical Data:through bolt zinc plated (non-cracked concrete C20/25).

Setting Data:edge distance > 1,5 h eff. , distance between anchors > 3 x h eff.thickness of foundation > 2 x h eff.

BoltSize

tension load(Kn)

Shear load(Kn)

torque moment(nm)

M6 2.0 1.90 4.0

M8 4.0 4.0 15.0

M10 5.95 5.95 30.0

M12 7.5 10.0 50.0

M16 12.0 16.0 100

Bolt Size h eff.(mm)

edge DistanceC (mm)

Distance Between

anchors S (mm)

Washer(Ø)



SpannerSize

M6 40 60 120 12 x 1.6 100 7 10

M8 50 75 150 16 x 1.6 100 14 13

M10 58 87 174 20 x 2.0 120 30 17

M12 68 102 204 24 x 2.5 140 35 19

M16 80 120 240 30 x 3.0 160 80 24


materials:- zinc plated steel. - stainless steel [ SS 304 (a2) , SS 316 (a4) ].

Features: - Suitable for use in cracked concrete or in non-cracked concrete and in natural stone.

- Special design of the clip in stainless steel which ensures a safe hold in the hole.

- torque controlled expansion.

- Zinc plated > 5µm.

- User friendly, face fixing or through fixing.

typical applications:Uni - channel, hand rails, steel construction, cable trays, supports, bracket, ducts and shelf feet.






Tension load (kN)

Shear load (kN)

Bending moment (Nm)


He�. (mm)



(mm)

Tighten torque(Nm)

Spanner size

6M 2.64.15.89.214

3.36.38.51223

5153050

100

5.513

26.546.5

118.5

4050586880

Washer (Ø)

12 x 1.616 x 1.620 x 2.024 x 2.530 x 3.0

02106 001 018M 05157 001 3101M 47178 021 7121M 402201 041 9161M 042021 061 42

noitallatsnI

2

03505604015660452086040459672505803010680501088055158805525980554511833506015301070185515901850301101855452101850604101850806101850010810194508218651011218603521218605541218607561218609581210701511610851031610803541610854061610856081610010306102


Plug & drill Ø(mm)

Length(mm)

UsableLength(mm)

Settingdepth min.

(mm)

kat_en-2007-11-29.indd 50 4.12.2007 10:12:24 Uhr

Bolt Size

Tinst






Tension load (kN)

Shear load (kN)

Bending moment (Nm)


He�. (mm)



(mm)

Tighten torque(Nm)

Spanner size

6M 2.64.15.89.214

3.36.38.51223

5153050

100

5.513

26.546.5

118.5

4050586880

Washer (Ø)

12 x 1.616 x 1.620 x 2.024 x 2.530 x 3.0

02106 001 018M 05157 001 3101M 47178 021 7121M 402201 041 9161M 042021 061 42

noitallatsnI

2

03505604015660452086040459672505803010680501088055158805525980554511833506015301070185515901850301101855452101850604101850806101850010810194508218651011218603521218605541218607561218609581210701511610851031610803541610854061610856081610010306102


Plug & drill Ø(mm)

Length(mm)

UsableLength(mm)

Settingdepth min.

(mm)

kat_en-2007-11-29.indd 50 4.12.2007 10:12:24 Uhr

Bolt Size

Tinst

Through bolt

Setting Depth

H eff

Bolt Length

Washer

Drilling DepthUsable Length

Drill ØAHM Sleeve Anchor

serutaeFsecnatsidecapsdnaegdellamS

Torque controlled expansionZinc plated > 5µmThrough xing


noitallatsnI



htgnelelbasUmm

htpedgnitteSmin.mm

6M6M8M8M01M01M



Met

al P

rodu

cts

kat_en-2007-11-29.indd 58 4.12.2007 10:13:36 Uhr

Tension load (kN)

Type(Order No)

Shear load (kN)

Bending moment (Nm)


6M8M01M21M

2.03.05.0

5.7

105120150225


(hmin) mm

Tighten torque(Nm)

Spannersize (SAS)

Spannersize (SAB)

Drill Ø(mm)

Size(mm)

Length(mm)

Usablelength(mm)

Drilling depth(mm)

Settingdepth min.

(mm)88

10101212

M6M6M8M8

M10M10

4560608070

100

555560607070

51515251535

353540405050

Drill Ø(mm)

Size(mm)

Length(mm)

Usablelength(mm)

Drilling depth(mm)

Settingdepth min.

(mm)88

101010121212161616

M6M6M8M8M8

M10M10M10M12M12M12

406550759575

10013065

110145

5555606060707070909090

5255

30501540705

2560

3535404040505050757575

Plug & drill Ø(mm)

Length(mm)


Length(mm)

SettingDepth Min.

(mm)5406060807001

555506060707

55151525153

535304040505

8801012121

2.53.35.58.0

90.0100.0120.0140.0

10.013.017.0---

10.013.015.019.0

8.025.040.050.0

4.205.30

12.8025.0


55.060.075.0

115.0

Tinst

StB

thROUGh BOlt (WeDGe anChOR)

- StB


82 anChORS

Drill a hole and clean with a brush, remove dust with a blower.






Tension load (kN)

Shear load (kN)

Bending moment (Nm)


He�. (mm)



(mm)

Tighten torque(Nm)

Spanner size

6M 2.64.15.89.214

3.36.38.51223

5153050

100

5.513

26.546.5

118.5

4050586880

Washer (Ø)

12 x 1.616 x 1.620 x 2.024 x 2.530 x 3.0

02106 001 018M 05157 001 3101M 47178 021 7121M 402201 041 9161M 042021 061 42

noitallatsnI

2

03505604015660452086040459672505803010680501088055158805525980554511833506015301070185515901850301101855452101850604101850806101850010810194508218651011218603521218605541218607561218609581210701511610851031610803541610854061610856081610010306102


Plug & drill Ø(mm)

Length(mm)

UsableLength(mm)

Settingdepth min.

(mm)

kat_en-2007-11-29.indd 50 4.12.2007 10:12:24 Uhr

Bolt Size

Tinst






Tension load (kN)

Shear load (kN)

Bending moment (Nm)


He�. (mm)



(mm)

Tighten torque(Nm)

Spanner size

6M 2.64.15.89.214

3.36.38.51223

5153050

100

5.513

26.546.5

118.5

4050586880

Washer (Ø)

12 x 1.616 x 1.620 x 2.024 x 2.530 x 3.0

02106 001 018M 05157 001 3101M 47178 021 7121M 402201 041 9161M 042021 061 42

noitallatsnI

2

03505604015660452086040459672505803010680501088055158805525980554511833506015301070185515901850301101855452101850604101850806101850010810194508218651011218603521218605541218607561218609581210701511610851031610803541610854061610856081610010306102


Plug & drill Ø(mm)

Length(mm)

UsableLength(mm)

Settingdepth min.

(mm)

kat_en-2007-11-29.indd 50 4.12.2007 10:12:24 Uhr

Bolt Size

Tinst






Tension load (kN)

Shear load (kN)

Bending moment (Nm)


He�. (mm)



(mm)

Tighten torque(Nm)

Spanner size

6M 2.64.15.89.214

3.36.38.51223

5153050

100

5.513

26.546.5

118.5

4050586880

Washer (Ø)

12 x 1.616 x 1.620 x 2.024 x 2.530 x 3.0

02106 001 018M 05157 001 3101M 47178 021 7121M 402201 041 9161M 042021 061 42

noitallatsnI

2

03505604015660452086040459672505803010680501088055158805525980554511833506015301070185515901850301101855452101850604101850806101850010810194508218651011218603521218605541218607561218609581210701511610851031610803541610854061610856081610010306102


Plug & drill Ø(mm)

Length(mm)

UsableLength(mm)

Settingdepth min.

(mm)

kat_en-2007-11-29.indd 50 4.12.2007 10:12:24 Uhr

Bolt Size

Tinst

1 2 3

Place the fixture and insert the through bolt with a hammer.


installation Parameters:through bolt zinc plated, stainless steel or hot dip galvanized.

h eff.= effective anchorage depth

Bolt Size Bolt length (mm)

Drill Ø(mm)


Drilling Depth (mm)

Setting Depth (mm)

h eff. (mm)

Usable length Fix (mm)

m6

40 6 6.5 35 27 ..... 3

55 6 6.5 35 35 35 15

70 6 6.5 35 35 35 30

95 6 6.5 35 35 35 55

m8

50 8 9 35 35 ..... 10

65 8 9 40 40 ..... 20

80 8 9 40 40 40 35

95 8 9 40 40 40 50

105 8 9 40 40 40 60

m10

65 10 11 40 40 40 15

80 10 11 50 50 50 20

95 10 11 50 50 50 35

115 10 11 50 50 50 55

120 10 11 50 50 50 60

m12

80 12 13 65 50 50 20

100 12 13 65 60 60 30

120 12 13 65 60 60 50

135 12 13 65 60 60 65

m16

105 16 18 85 70 70 15

140 16 18 85 80 80 40

180 16 18 85 80 80 80

220 16 18 85 80 80 120

installation


83anChORS

Features:- assembly detachable, multiple removing and fixing.

- low energy impact, power-saving assembly.

- Force controlled expansion.

- Flexibility inside threaded anchor.

- variable length and art of threaded rods or bolts.

- By tightening the screw, the cone pulls into the sleeve and tense against the drill hole.

- Small edge distance and small distance between anchor.

- expansion elements are held together by a spring.

- Optimum taper nut angle for maximum expansion.

- Pressed steel segment ensure consistent dimensional accuracy.

- Provide a projecting stud to support fixture during installation and removal.

- Suitable for use in concrete, natural stone, Brick and sand stone.

typical applications:For fixing : steel construction, handrail, console, bracket, ladders, gate and spacing

design.

technical Data:Recommended loads (concrete C 20/25 and in brick work).

Setting Data:edge distance > 1,5 x h eff., distance between anchors > 3 x h eff. thickness of foundation > 2 x h eff.

SizeConcrete torque

Concreten.m

tension load Kn

Shear loadKn

M6 1.2 1.2 10

M8 1.6 1.6 25

M10 3.2 3.2 40

M12 4.8 4.8 60

SizeDistance to edge

C (mm)Distance Between anchors S (mm)

min. thickness ofFoundation hmin(mm)

h eff.(mm)

M6 52.5 105 70 35

M8 60 120 80 40

M10 75 150 100 50

M12 90 180 120 60


materials:- zinc plated and die-cast.

Sha

H eff.Setting Depth

Usable Lengtht Fixture

DrillØ

Drilling Depth(Hole Depth)

Bolt Length

Cone




noitallatsnI



htgnelelbasUmm

htpedgnitteSmin.mm

6M6M8M8M01M01M



Met

al P

rodu

cts

kat_en-2007-11-29.indd 58 4.12.2007 10:13:36 Uhr

Tension load (kN)

Type(Order No)

Shear load (kN)

Bending moment (Nm)


6M8M01M21M

2.03.05.0

5.7

105120150225


(hmin) mm

Tighten torque(Nm)

Spannersize (SAS)

Spannersize (SAB)

Drill Ø(mm)

Size(mm)

Length(mm)

Usablelength(mm)

Drilling depth(mm)

Settingdepth min.

(mm)88

10101212

M6M6M8M8

M10M10

4560608070

100

555560607070

51515251535

353540405050

Drill Ø(mm)

Size(mm)

Length(mm)

Usablelength(mm)

Drilling depth(mm)

Settingdepth min.

(mm)88

101010121212161616

M6M6M8M8M8

M10M10M10M12M12M12

406550759575

10013065

110145

5555606060707070909090

5255

30501540705

2560

3535404040505050757575

Plug & drill Ø(mm)

Length(mm)


Length(mm)

SettingDepth Min.

(mm)5406060807001

555506060707

55151525153

535304040505

8801012121

2.53.35.58.0

90.0100.0120.0140.0

10.013.017.0---

10.013.015.019.0

8.025.040.050.0

4.205.30

12.8025.0


55.060.075.0

115.0

Tinst

ShielD anChOR - Sha


84 anChORS






Tension load (kN)

Shear load (kN)

Bending moment (Nm)


He�. (mm)



(mm)

Tighten torque(Nm)

Spanner size

6M 2.64.15.89.214

3.36.38.51223

5153050

100

5.513

26.546.5

118.5

4050586880

Washer (Ø)

12 x 1.616 x 1.620 x 2.024 x 2.530 x 3.0

02106 001 018M 05157 001 3101M 47178 021 7121M 402201 041 9161M 042021 061 42

noitallatsnI

2

03505604015660452086040459672505803010680501088055158805525980554511833506015301070185515901850301101855452101850604101850806101850010810194508218651011218603521218605541218607561218609581210701511610851031610803541610854061610856081610010306102


Plug & drill Ø(mm)

Length(mm)

UsableLength(mm)

Settingdepth min.

(mm)

kat_en-2007-11-29.indd 50 4.12.2007 10:12:24 Uhr

Bolt Size

Tinst

1

Drill a hole and clean it with a bruch, remove dust with a blower.






Tension load (kN)

Shear load (kN)

Bending moment (Nm)


He�. (mm)



(mm)

Tighten torque(Nm)

Spanner size

6M 2.64.15.89.214

3.36.38.51223

5153050

100

5.513

26.546.5

118.5

4050586880

Washer (Ø)

12 x 1.616 x 1.620 x 2.024 x 2.530 x 3.0

02106 001 018M 05157 001 3101M 47178 021 7121M 402201 041 9161M 042021 061 42

noitallatsnI

2

03505604015660452086040459672505803010680501088055158805525980554511833506015301070185515901850301101855452101850604101850806101850010810194508218651011218603521218605541218607561218609581210701511610851031610803541610854061610856081610010306102


Plug & drill Ø(mm)

Length(mm)

UsableLength(mm)

Settingdepth min.

(mm)

kat_en-2007-11-29.indd 50 4.12.2007 10:12:24 Uhr

Bolt Size

Tinst

11



2

tighten the screw.

3

Fixing completed.

4

Size threaded length(mm)

min. Drill Ø(mm)

Shield length(mm)

min. hole Dep(mm)

Setting Depthh eff.

Usable length(mm)

Spaner Size(mm)

M66580

11512 45 50 35

102560

10

M8

7590

115125

14 50 55 40

10255060

13

M1090

105135

16 60 65 50153060

17

M12110125170

20 75 85 60153075

19

B- Shield anchor with threaded bolt and nut:

tighten the screw. Fixing completed.

installation Parmeters:a- Using a hexagon screw: insert shield only, place the fixture over the hole and insert a hexagon screw with a washer through

the fixture.

B- Using a threaded bolt and nut: insert the shield with a threaded bolt, position the fixture over the thread and add

a washer with a nut.

a- Shield anchor with hexagon screw:

SizeBolt length

(mm)min.Drill Ø

(mm)Shield length

(mm)min. hole Depth

(mm)Setting Depth

h eff.Usable length

(mm)Spanner Size

(mm)

M6557085

12 45 50 35102540

10

M8658095

14 50 55 40102540

13

M107590115

16 60 65 50102550

17

M1290

105120

20 75 85 60102540

19

installation


2 3 4

COnveRteRS & teRmS


86 COnveRteRS & teRmS

lengthto Convert From to multiply By

inch (in) = meter (m) x 2.540000 x 10-2

foot (ft) = meter (m) x 3.048000 x 10-1

inch (in) = centimeter (cm) x 2.540000

foot (ft) = centimeter (cm) x 3.048000 x 10+1

inch (in) = micrometer (µm) x 2.540000 x 10+4

foot (ft) = micrometer (µm) x 3.048000 x 10+1

meter (m) = foot (ft) x 3.280840

meter (m) = inch (in) x 3.937008 x 10+1

micrometer (µm) = foot (ft) x 3.937008 x 10-5

micrometer (µm) = inch (in) x 3.280840 x 10-6

areato Convert From to multiply By

inch (in2) = square meter (m2) x 6.451600 x 10-4

foot (ft2) = square meter (m2) x 9.290304 x 10-2

inch (in2) = square. centimeter (cm2) x 6.451600

foot (ft2) = square. centimeter (cm2) x 9.290304 x 10+2

inch (in2) = square.micrometer (µm2) x 6.451600 x 10+8

foot (ft2) = square.micrometer (µm2) x 9.290304 x 10+10

square meter (m2) = square foot (ft2) x 1.0764 x 10+1

square meter (m2) = square inch (in2) x 1.550003 x 10+3

sq. centimeter (cm2) = square foot (ft2) x 1.0764 x 10-3

sq. centimeter (cm2) = square inch (in2) x 1.550003 x 10-1

sq.micrometer (µm2) = square foot (ft2) x 1.0764 x 10-9

sq.micrometer (µm2) = square inch (in2) x 1.550003 x 10-7

volumeto Convert From to multiply By

inch (in3) = cubic meter (m3) x 1.638706 x 10-5

foot (ft3) = cubic meter (m3) x 2.831685 x 10-2

inch (in3) = cubic centimeter (cm3) x 1.638706 x 10+1

foot (ft3) = cubic centimeter (cm3) x 2.831685 x 10+4

inch (in3) = cubic micrometer (µm3) x 1.638706 x 10+13

foot (ft3) = cubic micrometer (µm3) x 2.831685 x 10+16

square meter (m3) = square foot (ft3) x 3.5315 x 10+1

square meter (m3) = square inch (in3) x 6.01024 x 10+4

sq. centimeter (cm3) = square foot (ft3) x 3.5315 x 10-5

sq. centimeter (cm3) = square inch (in3) x 6.01024 x 10-2

sq.micrometer (µm3) = square foot (ft3) x 3.5315 x 10-17

sq.micrometer (µm3) = square inch (in3) x 6.01024 x 10-14

gallon (U.S. liquid) = cubic meter (m3) x 3.785412 x 10-3

Forceto Convert From to multiply By

pounds-force (lbf) = newtons (n) x 4.448222 x 10°

temperatureto Convert From to multiply By

degree Fahrenheit = degree Celsius x t°C = (t°F - 32)1.8

degree Celsius = degree Fahrenheit x t°F = 1.8t°C + 32

COnveRteRS


87COnveRteRS & teRmS

Section Propertiesto Convert From to multiply By

section modulus S (in3) = S (m3) x 1.638706 x 10-5

moment of inertia i(in4) = i (m4) x 4.162314 x 10-7

modulus of elasticity e (psi) = e (Pa) x 6.894757 x 10+3

section modulus S (m3) = S (in3) x 6.102374 x 10+4

moment of inertia i (m4) = i (in3) x 2.402510 x 10+6

modulus of elasticity e (Pa) = e (psi) x 1.450377 x 10-4

Bending moment or torqueto Convert From to multiply By

lbf.ft = newton meter (n.m) x 1.355818

lbf.in = newton meter (n.m) x 1.129848 x 10 -1

n.m = lbf.ft x 7.375621 x 10 -1

n.m = lbf.ft x 8.850748

massto Convert From to multiply By

ounce = kilogram (kg) x 2.834952 x 10-2

pound = kilogram (kg) x 4.535924 x 10-1

kilogram (kg) = ounce x 3.527396 x 10+1

kilogram (kg) = pound x 2.204622

mass Per unit lengthlb/ft = kilogram per meter (kg/m) x 1.488164

lb/in = kilogram per meter (kg/m) x 1.785797 x 10+1

kg/m = pound per foot (lb/ft) x 6.719689 x 10-1

kg/m = pound per inch (lb/in) x 5.599741 x 10-1

mass Per unit volumelb/ft3 = kilogram per cubic meter (kg/m3) x 1.601846 x 10+1

lb/in3 = kilogram per cubic meter (kg/m3) x 2.767990 x 10+4

kg/m3 = pound per cubic foot (lb/ft3) x 6.242797 x 10-2

kg/m3 = pound per cubic inch (lb/inch3) x 3.612730 x 10-5

lbs/ft3 = pound per cubic inch (lb/inch3) x 1.728000 x 10+3

mass Per unit arealb/ft2 = kilogram per square meter (kg/

m2)x 4.882428

kg/m2 = pound per square foot (lb/ft2) x 2.048161 x 10-1

Pressure or Stresslbf/in2 (psi) = pascal (Pa) x 6.894757 x 10+3

kip/in2 (ksi) = pascal (Pa) x 6.894757 x 10+6

lbf/in2 (psi) = megapascal (mPa) x 6.894757 x 10-3

pascal (Pa) = pound-force per square inch (psi) x 1.450377 x 10-4

pascal (Pa) = kp per square inch (psi) x 1.450377 x 10-7

megapascal (mPa) = lbf/in2 (psi) x 1.450377 x 10+2

abbreviationsDefl. = Deflection o.c. = On Center

S.F. = Safety Factor PvC = Poly vinyl Chloride

Ft. = Feet in. = inch

Pre-galv. = Pre-galvanized Steel psi = Pound per Square inch

metric symbolsm= meter kg= Kilogram kn = Kilonewton

cm= Centimeter lb = pound Pa= Pascal

mm= millimeter ft = foot mPa= megapascal

µm= micrometer n= newton


88 COnveRteRS & teRmS

- aiSi (american iron and Steel institute): a north american trade association.

- alloying element: the adding of any metallic element in stainless steel production in Order to increase hardness, strength, or corrosion resistance. molybdenum, nickel, and chromium are common alloying elements in stainless steel.

- alloy Steel (S): Refers to steels made with deliberate additions of one or more alloying elements during steelmaking to enhance the properties of the steel. the most common alloying elements are mn, Cr, mo and ni.

- annealing (Solution annealing): a process of heating cold stainless steel to obtain maximum softness and ductility by heat treatment which also produces a homogeneous structure (in austenitic grades). it relieves stresses that have built up during cold working and insures maximum corrosion resistance. annealing can produce scale on the surface shall be removed by pickling.

- austenitic Stainless Steel: non-magnetic stainless steel that contain nickel and chromium. austenitic stainless steels are the most widely used category of stainless steel.

- Cold Forming (Cold Working): any mechanical operation that makes permanent deformation, such as bending, rolling, drawing, etc. performed at room temperature that increases the hardness and strength of the stainless steel.

- Cold Roll Formed Sections (S): the term usually refers to hot rolled steel that is roll formed cold into angles, channels or shaped / corrugated sheet. the word ‘cold’ refers to the forming process, not to the type of steel that is used.

- Cold-Rolled Strip (Sheet): Stainless steel that has been run through a cold reduction mill.

- Drawing (Drawn): a forming process that presses metal into or through a die (as in cold drawn wire).

- Ferritic: magnetic stainless steels that have a low carbon content and contain Chromium as the main alloying element, usually between 13% and 17%. it is the second most widely used stainless steel.

- Ferrous: any metal that is primarily composed of iron.

- Galvanneal (S): Refers to a sheet steel product that is annealed after hot dip galvanizing with zinc. the additional annealing step produces an external zinc-iron alloy coating which gives the coated steel product exceptional corrosion resistance.

- Gauge (S): another term for the thickness of sheet steel.

- hardness test: hardness testing consists of pressing an indenter into a flat surface under a perfectly controlled load, then measuring the dimension of the resulting indentation.

teRmS

- hRC (S): Common abbreviation for hot rolled coil.

- low-Carbon Stainless Steel: Stainless steel containing less than 0.03% carbon.

- martensitic: a small category of magnetic stainless steels typically containing 12% chromium, a moderate level of carbon, and a very low level of nickel.

- mild steel (S): low carbon steel - often also referred to as soft steel. Carbon content generally under 0.25%.

- molybdenum (mo): an alloying element that enhances corrosion resistance along with chromium in stainless steels.

- nickel (ni): an alloying element used in stainless steels to enhance ductility and corrosion resistance.

- non-Ferrous metal: metal or alloy that contains no iron.

- Passivation: When exposed in air, stainless steels passivate naturally (due to the presence of chromium). in order to ensure that the passive layer reforms rapidly after pickling, a passivation treatment is performed using a solution of nitric acid and water.

- Pickling: a process that removes surface scale and oxidation products by immersion in a chemically active solution, such as sulfuric or hydrochloric acid.

- Quenching (S): Rapid cooling - typically undertaken to obtain a specific property such as increased hardness of steel.

- Secondary Stainless Steel: Stainless steel that has been rejected by an original customer because of a defect in the chemistry, gauge, or surface quality.

- Stainless Steel: Group of corrosion resistant steels containing at least 10.5% chromium and may contain other alloying elements; these steels resist corrosion and maintain its strength at high temperatures.

- titanium (ti): a very ductile and malleable white metal that is used in aviation, aerospace, etc. because of its high strength and light weight.

- tungsten (W): Gray metal with high tensile strength. it is ductile, malleable, and resistant to atmospheric elements and all acids except strong alkalies.

- impact Strength: absorbed energy is designated by Kv, in v- notch and KU in u notch.

- tempering: Process of giving the requisite degree of hardness or softness to steel.

- Chromating: the process of covering a surface with an oxide layer that chemically reacts to form metal chromates.

c-channel

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