AMPSTRUT - SpecifiedBy...AMPSTRUT AMPSTRUT Sections are cold rolled from 2.5mm and 1,5mm steel coil witti a guaranteed minimum yield of 250 N/mm2 available in various finishes: pre-galvanised,

AMPSTRUTAMPSTRUT Sections are cold rolled from 2.5mm and 1,5mm steel coil witti a guaranteed minimum yield of 250 N/mm2 available in various finishes: pre-galvanised, pickled and oiled, hot dip galvanised and stainless steel.

Design of connection of AMPSTRUT to the supporting structure and design of any framework is the responsibility of others.

All Sections are manufactured in 3 and 6 metre lengths as standard and are available in two slotted variants 25mm x 11 mm and 28mm x 14mm at 50mm centres.

Section dimensions comply to BS6946: 1988 “Metal channel cable support systems for electrical Installations”.

A full and comprehensive range of brackets and fixings are available to compliment the AMPSTRUT Sections.All brackets are manufactured, unless otherwise stated, from 6mm S275 material complying to BSEN10025 subsequently hot dipped galvansied to EN ISO 1461 : 1999.AMPSTRUT GEOMETRIC SECTION PROPERTIES

S250 Pre-Galvanised Steel

SectionReference

Bose(mm)

Leg(mm)

Lip(mm)

Return(mm)

Thk(mm)

Depth(mm)

Weight(kg/m)

Area(mm2)

Ixx(cm->)

Zxx min (cm3)

Rxx(mm)

lyy(cm4)

ly y(cm3)

Ryy(mm)

Cx(mm)

AMP 41/41 x2.5 41.3 41.3 9.5 7.5 2.5 41.3 2.59 328.02 6.99 3.02 14.60 9.02 4.37 16.58 18.13

AMP 41/41 x2.5 SL 41.3 41.3 9.5 7.5 2.5 41.3 2.44 308.81 6.62 3.02 14.64 8.99 4.36 17.06 19.23

AMP 41/21 x2.5 41.3 20.6 9.5 7.5 2.5 20.6 .1.79 226.59 1.14 0.93 7,08 5.20 2,52 15,15 8.36

AMP 41/21 X2.5SL 41.3 20.6 9.5 7.5 2,5 20.6 1.64 207.38 1.09 0.93 7,23 5,17 2,50 15.78 9.07

AMP 41/41 X 1.5 41.3 41.3 9,5 7.5 1.5 41.3 1.63 204.70 4.71 2.07 15.17 5,85 2.84 16.91 18,50

AMP 41/41 X 1.5 SL 41.3 41.3 9.5 7.5 1.5 41.3 1.54 193.33 4.47 2.07 15.21 5.83 2.83 17.37 19.60

AMP 41/21 x l.5 41.3 20.6 9.5 7.5 1.5 20.6 1.15 144.67 0.84 0.70 7.60 3.47 1.68 15.50 8,60

AMP 41/21 X1.5SL 41.3 20.6 9.5 7.5 1.5 20.6 1.06 133.30 0.80 0.70 7,75 3.46 1,68 16.10 9.32

AMP 41/41 X2.5B2B 41.3 41.3 9.5 7.5 2.5 82.6 5.19 656.04 35.54 8.61 23.28 18.04 8,75 16,58 41.30

AMP 41/21 x2.5 B2B 41.3 20.6 9.5 7.5 2.5 41.2 3.58 453.18 5.44 2,64 10.96 10.40 5,04 15.15 20,60

316L Stainless Steel

SectionReference

Bose(mm)

Leg(mm)

Lip(mm)

Return(mm)

Thk(mm)

Depth(mm)

Weight(kg/m)

Area(mm2)

Ixx(cm'i)

Zxx min (cm3)

Sxx(cm3)

Rxx(mm)

lyy(cm4)

Zyy(cm )̂

Syy(cm3)

Ryy(mm)

Cx(mm)

AMP 41/41 x2.5 41.3 41.3 9.5 7.5 2.5 41.3 2.68 334.72 7.13 3.08 3.70 14.60 9.20 4.46 5,26 16.58 18.13

AMP 41/41 x2.5 SL 41.3 41.3 9.5 7.5 2.5 41.3 2.52 315.12 6.75 3.08 3.48 14.64 9.17 4.44 5,19 17.06 19.26

AMP 41/21 x2.5 41.3 20.6 9.5 7.5 2.5 20.6 1.85 231.22 1.16 0.95 1.48 7.08 5.30 2.57 3.25 15.15 8.36

AMP 41/21 X2.5SL 41.3 20.6 9.5 7.5 2.5 20.6 1.69 211.62 1.11 0.95 1.47 7.23 5.27 2.55 3.18 15,78 9.10

AMP 41/41 X 1.5 41.3 41.3 9.5 7.5 1.5 41.3 1.69 211.76 4.87 2.14 2.36 15.17 6.05 2.93 3.39 16.91 18.50

AMP 41/41 X 1.5SL 41.3 41.3 9.5 7.5 1.5 41.3 1.60 200.00 4.62 2.14 2.22 15.21 6.03 2.92 3.35 17.37 19.62

AMP 41/21 X 1.5 41.3 20.6 9.5 7.5 1.5 20.6 1.20 149.66 0.86 0.72 1.02 7.60 3.59 1.74 2.16 15.50 8.60

AMP 41/21 X 1.5SL 41.3 20.6 9,5 7.5 1.5 20.6 1.10 137.90 0.83 0.72 1.00 7.75 3.57 1.73 2,11 16.10 9.34

AMP 41/41 x2.5 B2B 41.3 41.3 9.5 7.5 2.5 82.6 5.36 669.43 36.27 8.78 12.14 23.28 18,41 8.92 10.52 16.58 41.30

AMP 41/21 X2.5B2B 41.3 20.6 9.5 7.5 2.5 41.2 3.70 462.43 5.55 2.69 3.87 10.96 10.61 5.14 6,50 15.15 20.60

Notes to AMPSTRUT oeometric section Pfooefties: Axes are reversed from the normal convention due to t t ^ in situ orientation ot t t^ struts: x-x is ttie “mirxx“ axis, y-y the “mc^or" axis. Geornetric properties of profiles with stiffeners talcen as sarne as ttxsse wtttxxjt. Any ir>crease in performance of S 2 5 0 pre-galvanised ste^ restricted to ir»crease In Ysa values. Plain (unstlffened) etermnts assumed in ttie evaluation of effective properties: all sections in esser>ce remain hilly effective.

Notes to AMPSTRUT lood fables:Stress limited values are safe working loads using a load factor of 1.6.Deflection limited values are restricted by stress limited loads as necessary.Section self weight allowed for in the above table.For strength limited kxids In bending, sections assumed to be laterally restrained at 500mm c/c maximum.Axial compression values where the load is applied to the ‘face’ assumes the worst case, i.e. the greatest eccentricity.For back-to-back compound, sections to be connected together at maximum centres of: 730mm for AMP 41/41 x 2.5 B2B & 354mm for AMP 41/21 x 2.5 B2B. Supplied os standard, spot welded at 150mm centres.Load tables for slotted AMPSTRUT based upon 28mm x 14mm slots at 50mm centres.

S250 Steel formed from pre-galvonised strip. 2275 cooting • Plain Section

IN BENDING - UNIFORMLY DISTRIBUTED LOAD

IN BENDING - CENTRAL POINT LOAD

AXIALCOMPRESSION

Beom Spon or

Stress Limited Load

Deflection Limited Load (Kg)

Stress Limited Load


LoadApplied

LoodApplied

( a

Lengtti(mm)

Load(Kg)

ActualDeflection

(mm)

Span/200

Span/360

Load(kg)

ActualDeflection

(mm)

Span/200

Span/360

Centroid(Kg)

TOFace(Kg)

500 903 1.0 903 903 451 0.8 451 451 5464 1544

1000 450 4,0 450 309 225 3.2 225 193 3221 1128

1500 298 9.1 245 135 149 7.3 149 84 1912 834

2000 221 16.2 135 73 111 13.0 84 45 1325 659

2500 175 25.3 83 43 88 20,4 52 27 995 540

3000 144 36.5 55 27 72 29.6 34 17 -

3T6L Stainless Steel - Plain Section



AXIALCOMPRESSION

Beam Span or Column Lengtti (mm)

Stress Limited Load


Stress Limited Load


LoadApplied

throCentroid

[Kg]

LoadApplied

toFace(Kg)

Load(Kg)

ActualDeflection

(mm)

Span/200

Span/360

Load(kg)

ActualDeflection

(mm)

Span/200

Span/360

500 827 0.9 827 827 414 0.7 414 414 3471 1211

1000 412 3.7 412 308 206 3.0 206 192 1961 953

1500 273 8.4 244 134 136 6.7 136 84 1308 766

2000 202 14.9 134 72 101 12.0 84 45 970 635

2500 160 23.3 83 43 80 18.8 52 27 752 533

3000 131 33.6 54 26 66 27.3 34 17

AMP 41/41 X 2.5

41

I----------4 1 -----------1

S250 Steel formed from pre-galvanised strip. Z275 coating - Slotted Section



AXIALCOMPRESSION

Beam Span or

Stress Limited Load


Stress Limited Load


LoadApplied

LoadApplied

ColumnLengtti(mm)

Load(Kg)

ActualDeflection

(mm)

Span/200

Span/360

Load(kg)

ActualDeflection

(mm)

Span/200

Span/360

, I-ttiroCentroid

(Kg)

toFace(Kg)

500 899 1.1 899 899 450 0.8 450 450 4638 1564

1000 448 4.2 448 292 224 3.4 224 183 2901 1134

1500 297 9.6 232 127 148 7.7 145 80 1777 834

2000 221 17.0 128 69 n o 13.7 80 43 1251 657

2500 175 26.6 79 41 87 21.5 49 26 949 538

3000 144 38.4 52 25 72 31.1 32 16

316L Stainless Steel - Slotted Section



AXIALCOMPRESSION

Beam Span or

Stress Limited Load

Deflecflon Umited Load (Kg)

Stress Limited Lood

Deflection Limited Lood (Kg)

LoadApplied

ttiroCentroid

(Kg)

LoodApplied

toFace(Kg)

v,Oiumnlength(mm)

Lood(Kg)

ActuolDeflection

(mm)

Span/200

Span/360

Load(kg)

ActualDeflection

(mm)

Span/200

Span/360

500 779 0.9 779 779 390 0.7 390 390 3028 1186

1000 388 3.6 388 298 194 2.9 194 187 1777 928

1500 257 8.1 237 130 128 6.5 128 81 1203 742

2000 190 14.4 130 70 95 11.6 81 44 898 612

2500 150 22.6 80 42 75 18.2 50 26 699 512

3000 123 32.6 53 26 62 26.4 33 16 -

AMP 41/41 X 2.5 SL

AMP 41/21 X 2.5

S250 Steel formed from pre-galvonised strip. Z275 coating - Plain Section



AXIALCOMPRESSION

Beam Span or Column Length (mm)

Stress Limited Load

Defleclion Limited Load (Kg)

Stress Limited Load


LoadApplied

throCentroid

(Kg)

LoadApplied

toFace(Kg)

Load(Kg)

ActualDeflection

(mm)

Span/200

Span/360

Load(kg)

ActualDeflection

(mm)

Span/200

Span/360

500 295 2.0 295 202 147 1.6 147 126 3578 936

1000 146 8.1 89 49 73 6.5 56 31 1316 548

1500 96 18.3 38 20 48 14.7 24 12

2000 71 32.6 19 9 35 26.4 12 6 -

2500 55 51.2 10 4 28 41.7 6 2 -

3000 45 74.0 5 22 60.8 3 - -

AMP 41/21X 2.5 SL

1— 2 2 — 1

S250 Steel formed from pre-golvanised strip, Z275 coating • Slotted Section

Beam Span Of Column Lengtti (mm)

500

1000

1500

2000

2500


Stress Limited Lood

Load(Kg)

295

146

96

71

56

45

ActualDeflection

(mm)

2.1

8.5

19.1

34.1

53.5

77.3


Span/200

295

85

36

18

10

Span/360

193

47

19

IN BENDING • CENTRAL POINT LOAD

Stress Limited Load

Load(kg)

147

73

48

36

28

22

ActualDeflection

(mm)

1.7

6.8

15.4

27.6

43.5

63.4


Span/200

147

53

23

12

Span/360

120

29

12

AXIALCOMPRESSION

LoadApplied

tt̂ roCentroid

(Kg)

2899

1193

LoadApplied

toFace(Kg)

547

s :316L Stoinless Steel - Slotted Section

500

1000

1500

2000

2500

3000


Stress Limited Lood

Load(Kg)

254

126

83

60

47

38

ActualDeflection

(mm)

1.8

7.2

16.1

28.7

45.0

64.8

Deftectjon Limited Lood (Kg)

Span/200

254

87

37

19

10

Span/360

197

48

19

IN BENDING - CENTRAL POINfT LOAD

Stress Umrted Load

Load(kg)

127

63

41

30

23

19

ActualDeflection

(mm)

1.4

5.8

13.0

23.3

36.7

53.4


Spon/200

127

54

23

12

Span/360

123

30

12

AXIALCOMPRESSION

LoadApplied

throCentroid

(Kg)

1796

872

LoodApplied

toFace(Kg)

700

494

316L Stainless Steel - Plain Section



AXIALCOMPRESSION

i Beam 1 Span or

Column Length (mm)

Stress Limited Load


Stress Limited Load


LoadApplied

throCentroid

(Kg)

LoadApplied

toFace(Kg)

Load(Kg)

ActualDeflection

(mm)

Span/200

Span/360

Load(kg)

ActualDeflection

(mm)

Span/200

Span/360

500 254 1.8 254 201 127 1.4 127 125 2129 718

1000 126 7.0 89 49 63 5.6 56 30 964 509

1500 83 15.9 38 20 41 12.8 23 12

2000 60 28.3 19 9 30 23.0 12 6

2500 47 44.4 10 3 23 36.3 6 2 -

3000 38 64.2 5 19 53.0 3 -

. '■ •• -• -4^ ’

5250 Steel formed from pre-gatvanised strip, Z275 coating - Plain Section



AXIALCOMPRESSION

Beam Span or

Stress Limited Load


Stress Limited Load


LoadApplied

LoadApplied

Length(mm)

Load(Kg)

ActualDeflection

(mm)

Span/200

Sfxin/360

Load(kg)

ActualDeflection

(mm)

Span/200

Span/360

throCentroid

(Kg)

toFace(Kg)

500 647 1.1 647 647 324 0.9 324 324 3571 1081

1000 323 4.3 323 208 161 3.4 161 130 1907 735

1 1500 214 9.7 166 91 107 7.7 103 57 1003 494

] 2000 159 17.2 91 49 80 13.8 57 31 641 362

2500 126 26.9 56 30 63 21.7 35 18 462 283

3000 104 38.8 37 18 52 31.4 23 12 -

r m . i s m

AMP 41/41 X 1.5



500

1000

1500

2000

2500

IN BENDING - UNiFORMLY DISTRIBUTED LOAD

Stress Limited Load

Load(Kg)

528

263

174

129

102

ActualDeflection

(mm)

0.9

3.5

7.8

13.9

21.8


Span/200

528

263

167

92

57

Span/360

528

210

92

50

30


Stress Limited Load

Loa

AMP 41/21 X 1.5

^ h - 2 2

tO-41

S250 Steel formed from pre-gatvonised strip. Z275 cootir>g - Plain Section



AXIALCOt^PRESSION

Beom Spon or

Stress Limited Lood


Stress Limited Load


LoadApplied

LoadApplied

Length(mm)

Load(Kg)

ActualDeflection

(mm)

Span/200

Span/360

Load(kg)

ActualDeflection

(mm)

Span/200

Spon/360

triroCentroid

(Kg)

toFace(Kg)

500 218 2.0 218 148 109 1.6 109 93 2361 681

1000 108 8.2 66 36 54 6.5 41 23 954 406

1500 71 18.4 28 15 36 14.8 18 9 -

2000 53 32.8 14 7 26 26.5 9 4 -

2500 41 51.4 8 3 21 41.8 5 2 - -

3000 33 74.2 4 17 60.8 3 - -




AXIALCOMPRESSION

Beam Span or Column Lengtti (mm)

Stress Limited Load


Stress Limited Load


LoadApplied

throCentroid

(Kg)

LoadApplied

toFace(Kg)

Load(Kg)

ActualDeflection

(mm)

Span/200

Span/360

Load(kg)

ActualDeflection

(mmj

Span/200

Span/360

500 193 1.8 193 150 97 1.4 97 94 1371 521

1000 96 7.2 66 36 48 5.8 42 23 594 348

1500 63 16.2 28 15 32 13.0 18 9

2000 46 28.8 15 7 23 23,3 9 4

2500 36 45.2 8 3 18 36.8 5 2

3000 29 65.3 4 15 53.7 2.

AMP 41/21 X 1.5 SL

1— 2 2 — 1

2 1

SLOT-41.

S250 Steel formed from pre-galvanised strip. Z275 coating - Slotted Section



AXIALCOMPRESSION

Beam Span or

Stress Limited Load


Stress Limited Load


LoadApplied

PA

LoadApplied

columnLength(mm)

Load(Kg)

ActualDeflection

(mm)

Span/200

Span/360

Load(kg)

ActualDeflection

(mm)

Span/200

Span/360

throCentroid

(Kg)

toFoce(Kg)

500 218 2.1 218 142 109 1.7 109 89 1944 691

1000 108 8.5 63 35 54 6.8 39 22 867 405

1500 71 19.2 27 14 36 15.4 17 9 -

2000 53 34.2 14 7 26 27.6 9 4 - -

2500 41 53.6 8 3 21 43.5 5 2 -

3000 34 77.5 4 17 63.3 2 - -




AXIALCOMPRESSION


Stress Limited Lood

Deftection Limited Load (Kg)

Stress Limited Load


LoadApplied

throCentroid

(Kg)

LoodApplied

toFace(Kg)

Lood(Kg)

ActualDeftection

(mm)

Span/200

Span/360

Load(kg)

ActualDeflection

(mm)

Span/200

Span/360

500 193 1.8 193 147 97 1.5 97 92 1178 507

1000 96 7.3 65 36 48 5.9 41 22 542 336

1500 63 16.4 28 15 32 13.2 17 9 -

2000 46 29.2 14 7 23 23.7 9 4 -

2500 36 45.7 8 3 18 37.2 5 2 - -

3000 29 66.0 4 15 54.1 3 -

S250 Steel formed from pre-golvanised strip, Z275 coating - Plain Section

IN BENDING . UNIFORMLY DISTRlBLfTiD LOAD


AXIALCOMPRESSION

Beam Spon or

Stress Limited Load


Stress Limited Load


LoadApplied

throCentroid

(Kg)

LoadApplied

Length(mm)

Load(Kg)

ActualDeflection

(mm)

Span/200

Span/360

Load(kg)

ActualDeflection

(mm)

Span/200

Span/360

toFace(Kg)

500 2576 0.6 2576 2576 1288 0.5 1288 1288 10441 2776

1000 1285 2.3 1285 1285 642 1.8 642 642 9682 2552

1500 853 5.1 853 696 426 4.1 426 426 7382 2168

2000 636 9.1 636 386 318 7.3 318 241 4884 1742

2500 504 14,2 443 241 252 11.4 252 150 3307 1392

3000 416 20.4 301 160 208 16.5 188 100

AMP 41/41 X 2.5 B2B




AXIALCOMPRESSION

Beam Span or

Stress Limited Load


Stress Limited Load


LoadApplied

LoadApplied

ColumnLength(mm)

Load[Kg]

ActualDeflection

(mm)

Span/200

Span/360

Load(kg)

ActualDeflection

(mm)

Span/200

SfXJn/360

throCentroid

(Kg)

toFace(Kg)

500 2361 0.5 2361 2361 1180 0.4 1180 1180 8979 2235

1000 1177 2.1 1177 1177 588 1.7 588 588 7673 2142

1500 781 4.7 781 693 390 3.8 390 390 5780 1960

2000 581 8.3 581 384 291 6.7 291 240 3962 1693

2500 461 13.1 441 239 230 10.5 230 149 2778 1429

3000 380 18.8 299 159 190 15.2 187 99 -

S250 Steel formed from pre-golvonised strip, Z275 coating - Slotted Section



AXIALCOMPRESSION

Beam Span or

Stress Limited Load


Stress Limited Load


LoadApplied

LoadApplied

ColumnLength(mm)

Load(Kg)

ActualDeflection

(mm)

Span/200

Span/360

Load(kg)

ActualDeflection

(mm)

Span/200

Span/360

throCentroid

(Kg)

toFace[Kg}

500 840 1.2 840 840 420 1.0 420 420 7918 1832

1000 417 4,8 417 239 209 3,9 209 149 5316 1460

1500 276 10.9 189 102 138 8.7 118 64 2765 1046

2000 204 19.4 102 53 102 15.6 64 33

2500 160 30.3 61 30 80 24.6 38 19

3000 131 43.8 38 16 65 35.7 24 10




AXIALCOMPRESSION

Beam Span Of

Stress Limited Load


Stress Limited Load


LoadApplied

LoadApplied

ColumnLength(mm)

Load(Kg)

ActualDeflection

(mm)

Span/200

Span/360

Load(kg)

ActualDeflection

(mm)

Span/200

Span/360

throCentroW

(Kg)

toFace(Kg)

500 724 1.0 724 724 362 0.8 362 362 5781 1390

1000 359 4.2 359 238 180 3.4 180 149 3954 1250

1500 237 9.4 188 102 118 7.6 117 64 2250 1006

2000 175 16.8 101 53 87 13.6 63 33

2500 137 26.3 60 29 68 21.4 38 18

3000 111 38.0 37 16 56 31.1 23 10 -

AMP 41/21 X 2.5 B2B

2 2

I----------4 1 -----------1

M. Meiens Ayrshire Metal Products Pic.

Pocketnook Street St. Helens

Merseyside United Kingdom, WA9 ILT.

Telephone: +44 (0)1744 29145 Fax: +44 (0)1744 451 257

email: [email protected] web: www.ayrshire.co.uk

WarleyAyrshire Metal Products Pic.

Units 2, 3 & 4. 41 Anne Road, Smethwick,

Warley, West Midlands. United Kingdom, B66 2NZ.

Telephone: +44 (0)121 558 7739 Fax: +44 (0)121 558 7772

email: [email protected] web: www.ayrshire.co.uk

r \
mailto:[email protected]://www.ayrshire.co.ukmailto:[email protected]://www.ayrshire.co.uk

Documents

AMPSTRUT - SpecifiedBy...AMPSTRUT AMPSTRUT Sections are cold rolled from 2.5mm and 1,5mm steel coil witti a guaranteed minimum yield of 250 N/mm2 available in various finishes: pre-galvanised,