4
ffi HIAPTECK GROUP NNELS A - Available in Hot Rolled & Galvanized Materia! Dimension mm (in) Sectional Area Calculated Weight Centre of Gravity Secondary Moment of Area Badius of Gvration of Area Modulus of Section Centre of Shear Cx Cy lw ly tx rV Zx 7tr Sy HxAxC t kdm cm cm cm" cm{ cm cm cm3 cm3 cm cm 250x75x25 ('l0x3x1) 4.5 4.0 J.Z J.U 2.3 18.92 16.95 13.73 12.91 10.00 4.9 ao 0"8 0.1 .85 0 0 0 0 0 2.07 2.07 2.08 2.08 2.08 1 690 I 'ZZ 1248 1 177 921 129 118 99.0 93.8 74.8 9.44 9.48 9.53 o6q oan Z.OZ z-o+ 2:69 2.70 2.73 99.8 94.1 73.7 23.8 21.8 I ?5-Z l/.J 13.8 J. I 3. I 5.2 4.2 5.3 0 0 0 0 0 250x75x20 ('l 0x3x3/+) 4.0 J.Z 3.0 Z.J t(l.+t 16.55 13.41 12.61 9.772 14.5 13.0 10.5 9.90 7.67 0 0 0 U 0 lo< 1.95 1otr 10( r -ss 1 639 1 480 1214 1 145 897 117 107 89.9 85.3 68.1 9.46 9.51 o<e 9.58 2.52 2.54 2.59 z-ou 2.64 131 118 t/.t ^) ^ Y t.b 71.8 21 o 19.3 to.z 1C A 12.3 '4.8 4.9 4.9 4.9 5.0 0 0 0 0 0 225x75x25 (9x3x1 ) 4.5 4.0 3.2 qi 2.3 7 "79 (oq 2.93 2.16 .427 14.0 I2.3 10.1 9.54 7.40 0 0 0 0 0 2.19 2.19 2.19 2.19 2.20 1310 1184 972 917 /16 125 1t5 o<o ono 72.4 8.58 d.oz 8.67 8.68 8.73 2.65 2.68 2.72 2.73 2.77 116 105 86.4 t1 1.3 bJ.9 lJ_o 21.6 18.1 17.1 tJ. / CA C4 5.5 5.5 n 0 0 0 0 225x75x2O (9x3x3,4) AC t.J 4.0 J.Z 3.0 2.3 7.34 5.55 z-o I l-trb .197 lJ.o 12.2 9.90 9.31 7.22 0 U 0 n n 2.05 2.06 2.06 2.06 2.07 1274 ltct 946 632 700' 113 '104 87.2 82.7 66.1 8.57 8.61 8.66 8.67 d./z 2.56 2.58 l.oJ z-o+ 2.68 114 I tJ 102 84.1. 79.3 oz-z 20.8 JO 1 lo.u 15.2 12.2 5.0 tri J. I J. I EI 5.2 0 0 0 0 0 2OOx75x25 (8x3x1 ) AC 4.0 3.2 3.0 lb.b / 14.95 '12.1 3 '11"41 8.852 13.1 / 11 .7 9.52 8.96 6_95 0 U 0 0 2.32 2.32 Z.JO 4. UU Z.JJ oon aoq 736 694 CAC 121 110 92.3 87.5 69.7 7.71 7.74 7.79 7.80 7.85 2.69 2.72 2.76 2.77 2.81 99.0 89.5 73.6 69.4 CA C 23.3 zt-J I /.d 16.9 13.5 5.7 5.7 5.8 0 0 0 0 0

Section Properties

Embed Size (px)

DESCRIPTION

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Citation preview

Page 1: Section Properties

ffiHIAPTECK GROUP

NNELSA - Available in Hot Rolled & Galvanized Materia!

Dimensionmm (in)

SectionalArea

CalculatedWeight

Centreof Gravity

SecondaryMoment of Area

Badius ofGvration of Area

Modulusof Section

Centreof Shear

Cx Cy lw ly tx rV Zx 7tr Sy

HxAxC t kdm cm cm cm" cm{ cm cm cm3 cm3 cm cm

250x75x25('l0x3x1)

4.5

4.0

J.Z

J.U

2.3

18.92

16.95

13.73

12.91

10.00

4.9ao

0"8

0.1

.85

0

0

0

0

0

2.07

2.07

2.08

2.08

2.08

1 690

I 'ZZ

1248

1 177

921

129

118

99.0

93.8

74.8

9.44

9.48

9.53o6qoan

Z.OZ

z-o+

2:69

2.70

2.73

99.8

94.1

73.7

23.8

21.8

I ?5-Z

l/.J

13.8

J. I

3. I

5.2

4.25.3

0

0

0

0

0

250x75x20('l 0x3x3/+) 4.0

J.Z

3.0

Z.J

t(l.+t

16.55

13.41

12.61

9.772

14.5

13.0

10.5

9.90

7.67

0

0

0

U

0

lo<

1.951otr

10(

r -ss

1 639

1 480

1214

1 145

897

117

107

89.9

85.3

68.1

9.46

9.51o<e

9.58

2.52

2.54

2.59

z-ou

2.64

131

118

t/.t^) ^Y t.b

71.8

21 o

19.3

to.z1C A

12.3

'4.8

4.9

4.9

4.9

5.0

0

0

0

0

0

225x75x25

(9x3x1 )

4.5

4.0

3.2qi

2.3

7 "79(oq

2.93

2.16

.427

14.0

I2.3

10.1

9.54

7.40

0

0

0

0

0

2.19

2.19

2.19

2.19

2.20

1310

1184

972

917

/16

125

1t5o<oono

72.4

8.58

d.oz

8.67

8.68

8.73

2.65

2.68

2.72

2.73

2.77

116

105

86.4

t1 1.3

bJ.9

lJ_o

21.6

18.1

17.1

tJ. /

CA

C4

5.5

5.5

n

0

0

0

0

225x75x2O

(9x3x3,4)

ACt.J

4.0

J.Z

3.0

2.3

7.34

5.55

z-o I

l-trb

.197

lJ.o

12.2

9.90

9.31

7.22

0

U

0n

n

2.05

2.06

2.06

2.06

2.07

1274

ltct946

632

700'

113'104

87.2

82.7

66.1

8.57

8.61

8.66

8.67

d./z

2.56

2.58

l.oJz-o+

2.68

114I tJ

102

84.1.

79.3

oz-z

20.8JO 1

lo.u

15.2

12.2

5.0triJ. I

J. I

EI

5.2

0

0

0

0

0

2OOx75x25

(8x3x1 )

AC

4.0

3.2

3.0

lb.b /

14.95'12.1 3'11"41

8.852

13.1 /

11 .7

9.52

8.96

6_95

0

U

0

0

2.32

2.32

Z.JO

4. UU

Z.JJ

oon

aoq

736

694CAC

121

110

92.3

87.5

69.7

7.71

7.74

7.79

7.80

7.85

2.69

2.72

2.76

2.77

2.81

99.0

89.5

73.6

69.4CA C

23.3

zt-J

I /.d

16.9

13.5

5.7

5.7

5.8

0

0

0

0

0

Page 2: Section Properties

EHIAPTECK GBOUP

JtsG3350-1987ss 104 - 1974

Alpine Standard

cIgwxot

Dimensionmm (in)

SectionalArea

CalculatedWeight

Centreof Gravity

SecondaryMoment of Area

Fladius ofGvration of Area

Modulusof Section

Centreof Shear

Cx Cy lx IY lx ry Zx Zv Sx Sy

HxAxC cm2 kc/m cm cm cm1 cm' crfl ultl cm3 cm3 cm cm

2O0x75x20

(8x3x3/a)

AF

4.0

J.Z

3.0

2.3

to.zz14.55

1 1.81

1 1.1'l

8.622

12.7

1 1.4

9.27

8.72

6.77

0

0

0

0

0

2.19

2.19

2.19

2.19

2.20

963

871

716

676

109

100

84.1

79.8

7.71

7.74

7"79

7.80

7.85

2.60DA'

2.67

2.68

2.72

96.3

87.1

71.6

67.6

5J. I

20.6

18.9

15.8

15:0

12.0

5.3

5.4

s.4

-5.5

0

0

0

0

0

175x7SxZQ

(7x3x3A)

4.5

4.0

3.2

3.0

Z.J

15.09

13.55

11.01

10.36

8.047

1'1.8

10.6

8.64

t1- tJ

6.32

0

0

0

0

Z.JO

Z.JJ

2.34

2.342.35

702

636

524

495

389

105oAo

80.5

76.4

61.0

6.82

6.8s

6.90

6.91

6-96

2.63

2.66

2.74

2.72

2.75

80.3

72.7troa

56.6

44.5

20.2

tu.o

15.6

14.8

11.8

5.6

5.6

5.7

5.7

5.7

U

0

0

0n

1 50x65x20(6x2Yzx3/a)

4.5

4.0

3.2

J.U

4.0

13.07

I t./J

9.567

9.0087.O12

10.3

9.22

/.c I

7.07

5.s0

0

0

0

0

0

2.10

2.11

2.11

2.11

2.12

441

401

JJZ

314

248

69"2

bJ. /

53.8

51.1

41.1

5.82

5.84

5.89

5.90

5.94

2.30oLa

2.37

2.38

2.42

58.8

53.5AA A

4'1.9ra n

15.7

14.5

12-2

11.7

9.37

5.0

5.0

5"t

5..1

5.2

0

0

0

0

,0

1 25x50x20(5x2x3/a)

4.5

4.0

3.2

3.0

2.3

10.59

9.5487.8071etro

5.747

8.32

7.50o. lJ

5.78

4.51

0

0

0

0

n

1.68

1.68'1.68

l.oY

1-69

238

217

181

172

137

33.5

31.1

26.6

25.4

20.6

4.74

4.774.82

4.83

4.88

1.78

1.81

1.85

1.86

1.89

38.0

J+. I

29.0

27.5

21.9

10.0

9.38

8.02

7.56

o.zz

4.0

4.0

4.0

4.1

4.1

tt

U

0

0

0

1 00x50x20(4x2x3/a)

IE

4.0

J.Z

3.0

2.3

9.469

8.548

7.O07

6.608

5.172

7.43

b./ I

5.50

5.19

4.06

0

0

0

0

0

1.86

1.86

l_t10

1.86

1.86

reo

127

107

101

80.7

30.9

28.7

24.5

23.4

19.0

3.82

3.85

3.903.91

3.95

1.81

1.83

1.87

1.88

1.92

27.7

25.4

z t.,)Dic

16.1

9.82

9.13

7.81

7.45

6.06

70

AO

4.4

4.4

4.4

0

U

0

0

0

75x45x1 5

(3x13/ax%)

2.3

2.O

l-o

4.137

3.637

2.952

3.25

2.86

2-32

0

0

0

1-72

1.72

1.72

J/. t

JJ.U

27.1

11.8

10.5

8.71

3.00

e.cir

3.03

1.69

1.70

1.72

9.90

8"79

7.24

4.24

3.76

3.13

4.0

4.0

4.1

0

0

Note - Minimum coating mass : O.Z4flkglm (applicable for Galvanized Lipped Channel only)

- Galvanized t-ippeO Channel is made by'hot - dip galvanized steel strip with extra - smooth surface'

Page 3: Section Properties

:=--€ J€Tlad 523SX (rEotpotateo n MeEy1ga,

fv.',,.r' *i"t"' H' -l

Talerar':cesAstino C-Purlin are produced within the following toleranc=Length:t5mmWeb (Dim.H):t3mmFlange (Dim.B):t3mmHole centress:+2mmThickness: t0.1 8mm

Teatzsra &****€Z?s. SeMce promisequality, competitively priced, on timedelivery.

. Quality product and prwen manufacturing and suppiyrecords.

. High degree of accuracyand consistencyin dimenslo,rs.

.Thickness options for economy design.

. Hightensilesteel- high strength and loarweight

. Prepunched holes and custom cJt lengiths faciliate ccl:=;dr.erection., Gives greater stiftress and stnighter dadding lines.

A\ASilPJrfr{Tv

ri

-I

EE

=-3

-'r-,I-f-'-G

I-I-f-IL

II

'tI

T

I-Tt

II

-a

a!

II

II

iI

IaIa

II

,

I

7

zJtrfo-

INozzJE=o.

ao

* -wwmLl'*a &w* z*w LTm*a*&

GverviewAstino produces a nnge of galvanized C & Z-Purlins and girts for

building construction applicationr Manufactured from quality

galvanized steel, are available either plain or with toturedsurfaces on the web. Pre-punched holes either round or

elongated on the webs are custom drilled according torequirements. All galvanized pudins are manufactured fromhight tensile steel for increased performance and efficienry,reduced weight, and dunbility.

{stino Z-Purlins are designed with one broad flange and onenanow flangeThese are designed to fit neatly for lapping atinternal supports.This produces structumlly continuous lines

of purlins for the length of the building with improvedrigidity.

The Z-shaped profiles enable it to be stacked without emptyspaces in between thus results in much economical

transportation cosl

Material SpecificationsHot dip galranized steel to JIS G 3302 or AS1397 with Hi-Tensile

Grade G450 Minimum Yield Stress.

Fire RatingClass "O' fi re rating accordinE to BS 47 6:P arl 6: 1989" Methodof Test for Fire Propagation for Products"& BS 47 6:Parl7 :1997"Firetests on building materials and strucnrres.Method of testto determine the classification of the surface spread of flameof productsl

:.*n:f, -iEfif€-sr-r.aEH:€-ir*r€3lf-uay::g5_it4:-1_4u*l&src:J'r€€:t'f]gtrr .<[email protected]&?@-!r.. r;Ig. r -r@g,4@ r@:!E\aI t{ ffEF:r :r -€v .ffi rffi.Ei:*tt.f r;ffi44- n ,i#t i&B E@:rga

= :&ds g::M. qF-r? * .EE * t dffi * * tr6 Rff .*

Page 4: Section Properties

i,= * rz,:i t*. i2 .* z-* I a:: *" 5 : : ::, :; "' t :.:"': r.), i. -., : : ..:75x35 75x45 I0Ox50 125x50 150x65 175x65

FtjlNIH--r I

oldentification Web Flange Thickness Lip Size Area Weight x y lxx lyy ZD. Zyy Rn Ryy

H(mm) B(mm) t(mm) L(mm) mm2 kglm mm mm 106mm1 IOEmm4 103mm3 1o3mm3 mm mm

ACP07516-35 75 35 1.6 '16 267 2.20 13.2 37.5 0.231 0.050 6.160 2.294 29.395 13.636

ACP0752G35 7s 3s z.o 16 33'l 2-76 132 37.5 0.283 0.060 zs47 2.7s2 29.244 13.4a2

ACPo7sr6-4s

ACP0752G.45

775x75 200 x 75 25Ox75 300x 100

lG,"lu'"a,Xt--1-t-

m,mll z.omm ll z-o--rL:r u5

*f,lI

7

z,

=dfo-

a

Nclzz=t=)o-

Io

-

+Flange\ /idth

ldentificationIACPI t lisrC-Purlin Nominal

HeightThickness

75 45 1.6

75 45 2.O

16 299 2.46 17.5 37.s 0.274 0.090 6.373 3.262 30.262 17.323

16 371 3.08 17.5 37.5 0.337 0.011 8.987 0.400 30.1 11 17.170

r

r

:C

!

::!

!

!!t

!

:!i

!I

!

=t

5l

!

=:I

=::r

!I

!rEI

.I

=l

{

{

-I

:

:

=

-

ACPl00r650 100

ACPl0020-50 100

ACP10025-50 100

50

50

50

1.6

2.0

2.5

16 355 2.80 'r 7.6 50.0 0.572 0.1 28 1 I .440 3.951 40.160 1 9.000

'16 441 3.45 17.6 50.0 0.706 0-156 14.120 4.815 40.003 18.824

16 548 4.40 17.6 50.0 0.868 0.190 17.360 s.864 39.810 18.631

ACPl2516-50 125

ACPl2520-50 125

ACPl2525-50 12s

50

50

50

1.6

2.A

2-5

16 394 3.10 1s.9 62.s 0.960 0.138 1s.360 4.047 49.314 18.693

16 491 3.82 15.9 62.5 1.187 0.169 18.992 4.956 49.153 18.534

16 610 4-89 15.9 62.5 1.462 0-205 23.392 6.012 4A.9s1 18.337

ACPl501ffi5

ACP'.r5020-65

ACP15025{s

150 65 1.6

150 65 2.0

150 65 2.5

16 483 3.85 20.1 75.0 1.737 0.275 23.160 6.125 59.958 23.872

'16 601 4.73 20.1 75.0 2.149 0.338 28.635 7.528 59.794 23.712

'16 748 5.89 20.2 75.O 2.654 0.413 35.387 9.219 59.590 23.513

ACP17516-65

ACP17520-65

ACPl7s2s-65

175 65

175 65

175 65

1.6

2-0

2.5

15 523 4.15 18.6 87.5 2.480 0.289 28.343 6.228 68.866 23.508

'16 651 5.10 18.7 87.5 3.073 0.355 35.120 7.667 68.697 23.346

16 810 6.35 1A.7 87.5 3.799 0-434 43.417 9.374 69.495 23;145

NCP17516-75

4CP17520-7s

fuCP17525-75

175 75 1.6

175 75 2.0

175 75 2.5

16 555 4.41 22.4 87.5 2.720 0.409 3I.086 7.776 70.018 27.164

16 691 5.42 22.4 87.5 3.372 0.504 38.537 9.582 69.851 27.402

16 860 6.75 22.4 87.s 4.171 0.618 47.669 11.749 69.&3 26.801

ACP20016-75

ACP20020-75

,( acezoozs-ts

200

200

200

75

75

75

1.6

2.O

2-5

16 s95 4.76 20.9 100.0 3.702 0A27 37.020 7.893 78.885 26.785

16 741 5.90 21.0 100.0 4.592 0.525 4s.920 9.722 78.714 26.622

16 923 739 21.O 100.0 5.685 0.644 56.850 11.926 78.500 26.419i?ElrluCr[Doafi

ACP250l6-75

ACP25020-75

V orrrrorr-r,

250

250

250

1.6

2.0

2.5

75

75

75

16 675 5.38 18.5'125.0 6.236 0.4s5 49.888 8.053 96.'120 2s.97s

16 84] 659 18.6 12s.o 7.742 0.s60 61.936 9.929 es.e39 2s.811 Jidf16 1048 8.35 18.6 125.0 9.596 0.687 76.768 12.181 95.713 2s.607

|uqu,*rACP30016-100 300 100 1.6

ACP30020-100 300 100 2.0

ACP30025-100 300 100 2.5

16 841 6.64 24.9 150.0 11.526 0.998 76.840 13.289 '117.074 34.44s

16 1048 8.35 249 150.0 14.314 1.230 95.427 16.378 116.869 34.261

16 1305 10,26 24.9 '150.0 17.746 1.511 118.307 20.147 116.613 34.032O<t.|ffi : Thc hrdm.rh on rhc ffidi @rcd hdh ir @tu Id infordiffil f@e onty. tu@ frll 6d h l6bb Ifi .nt br 6r &m.q. rhtt*r .ildB fth but d lld.d E tu uege d infdruton pddd.

hy od$i6, @, typographi.al .rm .nd tcchnk l in!.<r&l.r relaiing to thc lnto@tion ruy b. <herrd d updar.d Mbd mtk.. Totdfc nr.y o@ed .i $ey .rr subildcd E (h.69F d vad.tont ln

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