Trusses Examples

9 10

D

C

B

9 10

D

C

B

9 10

D

C

B

Tekl

a st

ruct

ures

2 06.05.20110 ISSUED FOR CONSTRUCTION1 29.04.2011A ISSUED FOR APPROVAL

DATEDESCRIPTIONREV.No

JOHN HOLLAND PTY. LTD.415 Johnston St. Abbotsford. 3067

EPP-MP-23

EPPING PLATFORM LINK CANOPYPLAN VIEW

AM

0

EPPING STATION

06.05.2011

XTD

1:50

EAST

SOUTH MORANG RAIL EXTENTION

EPP-MP-20

NORTH

ERECTION PLAN REFERENCE:

ERECTED WITH ASSEMBLY MARK AT THIS LOCATION.

VERTICAL BRACING, STAIRS, HANGERS, AND OTHER INCLINED

COLUMNS HAVE ASSEMBLY MARK STAMPED ON

MEMBERS HAVE ASSEMBLY MARK STAMPED ON TOP END. MARKSWITH ASTERISK* ARE STAMPED ON BOTTOM END.

WEB, UNLESS SHOWN OTHERWISE, ie. ERECT BEAMS TO SOUTH OR

Xtech Drafting Pty. Ltd.FIN PLATES FOR BEAMS WILL BE ON NORTH OR WEST SIDE OF BEAM

DRAWN:

14 / 37 - 39 ALBERT RD. MELBOURNE. VIC. AUSTRALIA. 3004

FIN PLATES FOR CHANNELS ARE ON HEEL UNLESS SHOWN OTHERWISE.

REV.

DATE:

CHECKED:

SCALE:

DRAWING No.

1. 5.

EAST SIDE OF CLEAT.

3.

2.PH. +61 3 9866 1015 FAX. +61 3 9866 1016 MOB. 0411 566 698

4.

ERECTION NOTES

FACING FLANGE NEAR BASE OF SHAFT U.N.O.

INDICATES MARKED END OF MEMBER. MEMBERS TO BEA.B.N. 69 079 793 122

DESIGN ENGINEER:

OR

LINK CANOPY STEEL MARKING PLAN

2HB5

2HB2

2HB3

2HB1

2HB4

2TB2

2TB1

2HB82HB7

2HB6

2TR2

2TR1

2P59

2P4

2P4

2P4

2P4

2P4

2P4

2P4

2Z9

LINK CANOPY ROOF PURLIN MARKING PLAN

2Z62Z3 2Z52Z32Z1

2P14

2P4

2P4

2P4

2P43

2P13

2P13

2P13

2P16

2Z2 2Z4 2Z7 2Z8

2P19

2P18

2P21

2P152P

7

2Z2

2P29

2P26

2P22

2P40

2P37

2P36

2P4

2P4

2P4

2P4

2Z4 2Z4 2Z7 2Z8

2P30

2Z4 2Z7

2P3

LINK CANOPY CEILING PURLIN MARKING PLAN

2Z4

2P44

2P28

2P32

2P35

2P17

2P20

2P24

2P11

2P2

2P6

2Z42Z2 2Z4

2P23

2P102P9

2P34

2P82P10

2P23

2P12

2P9

2P1

2P5

2Z4 2Z7

2P31 2P

42

2P39 2P

47

2P25

2P42

2P39

2P47

2P312P

25

2P38 2P

53

2P49

2P51

2P27

2P46

2P45

2P54

2P52

2P58

2P57

2P58

2P57

2P45

2P33

2P52

2P41

2P50

2P48

2P56

2P41

2P55

2P50

2P48

-1

Tekl

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ruct

ures

2 06.05.20110 ISSUED FOR FABRICATION1 29.04.2011A ISSUED FOR APPROVAL

DATEDESCRIPTIONREV.No2TR1

0

EPP-N.S F.S

PAINT :WELDS 6 CONT. FILLET (CAT. SP) UNLESS NOTED.

PRECAMBER :

ASSEMBLY MARK TO BE STAMPED ON TOP FACE WHERE

GENERAL NOTES

ALL NOTCHES TO HAVE 11mm RADIUS AT INTERNAL CORNERS.

ALL BUTT WELDS TO BE FULL PENETRATION (CAT. SP)1.

UNLESS NOTED.2.

3.NO PAINT IN WAY OF TF BOLT CONNECTIONS.4.THIRD ANGLE PROJECTION UNLESS NOTED.5.

6.INDICATED THUS


LINK CANOPYPLAN LAYOUT

AM

0

EPPING STATION

06.05.2011

XTD

1:7.5


EPP-2TR1-2,3,4,5


Xtech Drafting Pty. Ltd.

DRAWN:


REV.

DATE:

CHECKED:

SCALE:

DRAWING No.

PH. +61 3 9866 1015 FAX. +61 3 9866 1016 MOB. 0411 566 698

A.B.N. 69 079 793 122

DESIGN ENGINEER:

7. ALL HOLES Ø22 U.N.O.

DIMENSION VARIES DIMENSION VARIES

7615

375

FLG

S

6815

383

FLG

S

76 84FLGS

84 76FLGS

156

4 SE

T

WP

2

21

1bp108

DETAIL 1TOP CHORD TRUSS SETOUT

70 45 168 121

879

1859

995 2937

0

0

bp124

WP

bp66

bp56

bp41bp55

bp79

bp75

bp67

bp83

bp115

bp114

bp51

DETAIL1-

bp40

bp30bp33

bp87

bp121

bp1

SECTION G - G

1992

bp29bp83

bp79

bp55bp41

bp66

bp67bp75

WPbp108

bp49

DETAIL1-

bp82

bp93

bp30

bp121

bp101

SECTION F - F

70 45

147

1940

879

917

0

0

bp131

bp130

bp134

bp129

1101

0

0

147

343

2885 1047

917

879

0

0

3 50-300

bp132

bp130

0

0

bp129

bp134

WP

bp66bp56 bp79

bp83

bp75bp67 bp41

bp55

bp124

bp108

bp115

bp46

DETAIL1-

bp81bp

92

bp30

979

70 45

bp121

bp10

0

SECTION E - E

00

bp56bp83

bp49

bp55 bp67

bp121

bp108 bp108

SECTION 1 - 1

00

bp108 bp108

bp49

bp75 bp41

bp79bp66

SECTION 2 - 2

902

SE

T

BEPP-2TR1-3

BEPP-2TR1-3

AEPP-2TR1-2

AEPP-2TR1-2

1023

1992

5048

1500

5

5048 1486

5

CEPP-2TR1-4

CEPP-2TR1-4

E

E

F

F

G

G

WP

WP

WP

WP

WP

2TR1 PLAN VIEW

4909

49090

4769 4769

0 5048 9817

4821SET

bp115

bp117

bp107

1969

5048

9957

bp12

1

bp12

1

bp108

bp119

917

1049

bp124

4379

1938

4

820

SE

T

995

2937

3104 1796

8

1974 1994

3

78

917

bp124

bp12

1

bp108

bp35

bp77

bp33

bp114

-2

Tekl

a st

ruct

ures



0

EPP-N.S F.S


PRECAMBER :


GENERAL NOTES



UNLESS NOTED.2.


6.INDICATED THUS


LINK CANOPYSECTION A - A

AM

0

EPPING STATION

06.05.2011

XTD

1:5


EPP-2TR1-1



DRAWN:


REV.

DATE:

CHECKED:

SCALE:

DRAWING No.

PH. +61 3 9866 1015 FAX. +61 3 9866 1016 MOB. 0411 566 698

A.B.N. 69 079 793 122

DESIGN ENGINEER:


2644

bp5

bp121

bp10

0bp

43

SECTION A2

168 121

2 x Ø18 PB1230

bp33bp121

bp1

bp43

SECTION 6A

17FALL

15

DIMENSION

5SET

94

bp47 4A

4A

DETAIL 4

5815

17FALL

3SET

DIMENSION

bp36 3A

3A

DETAIL 3

11FALL

103

27

8SET

55

DIMENSION

bp4 bp2

bp82A

2A

DETAIL 2

6763

DIMENSION

11FALL

8SET

55

bp4

bp8 1A

1A

DETAIL 1

DIMENSION

16FALL

2SET

7315

bp38

DETAIL 5bp37 bp38

37 15SET

7FALL

52

bp121

bp1

6A

6A

DETAIL 6

63

2 x Ø18 PB1230

bp33

bp4

bp43bp8

SECTION 1A

A2

A2

DETAIL6-

DETAIL5-

DETAIL1-

DETAIL2-

DETAIL 3-

DETAIL 4-

SECTION A - A2TR1-1

1175

9997

8234

1789

6

5048 1486

5

1000 1102

2

10088 1994

3

bp5

bp121

1175

5297

2176

4611

820

85526

5048 9817

4769 4769

0

722 722

0 900 1622

900 2522

750 3272

1050 4322

900 5222

1200 6422

1200 7622

1200 8822

1200 1002

2

2524 9854

2524 7330

2175 4806

2631 2631

0

0

PFC WEB TO ANGLE

A1

A1

bp86

bp38

bp43

bp38

bp121

bp100

bp5 bp5bp5 bp5 bp5 bp5 bp5 bp5

bp103

bp106

bp102

bp101bp37

bp37bp38bp38

bp38 bp38

17SET

277

277

0

1494

1772

1175

2947

245

3192

930

4122

2435

24350

241

1175

6472

1175

7647

1175

8822

2525

7136

2525

9662

1974

75

1175

1117

2

1175

1234

7

1175

1352

3

4373

1789

6

1175 2642

35

5190

37

50

5078 1994

3

1200 1222

2

1200 1342

2

1200 1462

2

1200 1582

2

1200 1702

2

1200 1822

2

1200 1942

2

521 1994

3

21

3541174

1854(bp43)

bp77

bp33

bp121

bp5 bp5 bp5 bp5 bp5 bp5 bp5 bp5

bp37 bp37 bp37bp37

2 x Ø18 PB1230

bp33

bp4

bp43

bp2

bp8

SECTION 2A

2343

2 x Ø18 PB1230

bp33bp36

SECTION 3A

6513

2 x Ø18 PB1230

bp33bp47

SECTION 4A

113

109

35

2 x Ø18 PB1230 bp86

SECTION A1

-3

DETAIL 3-

1200

2849

bp6 bp48bp48

bp48

bp48 bp48 bp48bp48bp48bp48bp6 bp48

bp117 bp35bp119

bp16

107

107

117

118

449

4490

1200

1649

884

8840

900

1784

900

2684

900

3584

444

4028

884 884

0 900 1784

750 2534

bp134

bp7bp123

bp84

202

2020

1000

1202

1200

2402

1200

3602

1200

4802

240

5042

1200

4049

992

5042

bp48

50 72 127 61

3470

4971

bp134

2 x Ø22 8.8S2 x Ø22 8.8S

bp21bp20

bp117

bp119

00

243 6656 96

2487

4271

bp134

2 x Ø22 8.8S2 x Ø22 8.8S

bp23 bp22

bp35bp119 00

3470

61 127

bp35bp134

bp124

2 x Ø22 8.8S

bp48

bp21

12045

7039

2 x Ø18 PB12302 x Ø18 PB1230

bp126

bp40

bp80

bp12545115

7040

7039

2 x Ø22 8.8S 2 x Ø18 PB1230

bp40

bp14 bp125

2644

118 117

2 x Ø18 PB1230 2 x Ø18 PB1230

bp6

860

22

SET

2580

209

209

0

345

554

1200

1754

1200

2954

1200

4154

1200

5354

1200

6554

1200

7754

1200

8954

1200

1015

4

1200

1135

4

1200

1255

4

1200

1375

4

1200

1495

4

221

1517

5

314

76

473426

70

BUTT WELD TO BOTTOM CHORD OF TRUSS.THIS EDGE TO MATCH BOTTOM TRUSS EDGE.

B4

B4

B3

B3 B2

B2B1

B1

2526

9596

5048

2487

B5

B5

bp48

bp125

3317

3317

0

136

3204

4031

2608 1350

2325878

DETAIL4-

bp7bp123bp84

4- Ø22 8.8TB

bp48bp6bp48

bp48

bp126 bp126

bp126

bp48bp6 bp48

bp104 bp21bp20

bp95

bp94

bp92

bp117bp118

bp121

bp80

bp14

bp16

bp125 bp125 bp125bp125 bp125 bp125

9088

253

260

SE

T

342

3068

3068

0

4090

153

44

73

45SET

0

1228

4544

2526

7070

147

2561

2526

1212

2

5048 558

1137

606

561

1157

147

147

2561

bp130

0

bp134

bp48 bp48 bp48bp48

bp23 bp22

bp93

bp40

bp35bp119

bp96

bp121

bp48

bp125 bp125 bp125 bp125 bp125 bp125

3053

1517

5

115

2644

3 50-3003 50-300

bp134 2 x Ø18 PB1230

bp48

158

SE

T

209

31SET

25110

25

bp122bp85

45

111bp40

2 x Ø18 PB1230

2 x Ø18 PB1230

bp122

bp85

3 50-3003 50-300

2 x Ø18 PB1230

bp125

bp40

bp130

Tekl

a st

ruct

ures



0

EPP-N.S F.S


PRECAMBER :


GENERAL NOTES



UNLESS NOTED.2.


6.INDICATED THUS


LINK CANOPYSECTION B - B

AM

0

EPPING STATION

06.05.2011

XTD

1:5


EPP-2TR1-1



DRAWN:


REV.

DATE:

CHECKED:

SCALE:

DRAWING No.

PH. +61 3 9866 1015 FAX. +61 3 9866 1016 MOB. 0411 566 698

A.B.N. 69 079 793 122

DESIGN ENGINEER:


DETAIL 2-

DETAIL 1-

TOP VIEW

DETAIL 1 DETAIL 2 DETAIL 3

SECTION B1 SECTION B2

SECTION B3

SECTION B - BEPP-2TR1-1

SECTION B4 DETAIL 4

SECTION B5

-4

Tekl

a st

ruct

ures



0

EPP-N.S F.S


PRECAMBER :


GENERAL NOTES



UNLESS NOTED.2.


6.INDICATED THUS


MP-02

AM

0

EPPING STATION

06.05.2011

XTD

1:5


3RD ROW DRAWING TITLE



DRAWN:


REV.

DATE:

CHECKED:

SCALE:

DRAWING No.

PH. +61 3 9866 1015 FAX. +61 3 9866 1016 MOB. 0411 566 698

A.B.N. 69 079 793 122

DESIGN ENGINEER:


SECTION C1BOTTOM CHORD

1220

1028

7

13170

1609

3

bp9

bp115

bp34bp34bp34

bp128

bp40 bp18

bp128bp128bp128bp128bp128bp128bp128bp128

bp34bp34bp34

bp128bp128

bp127bp128bp128bp128

871

524

5240

1220

1745

1220

2965

1220

4185

2441

6626

1220

7846

1220

9067

3921bp40 INTERSECT

483 483

0 1220 1703

1220 2924

1220

1150

7

1220

1272

8

1220

1394

8

1220

1516

8

966

1613

5

254

1638

9

1220

1760

9

1210

1881

9

138

1623

1

1337 1756

8

1220

1878

8

31

1881

9

bp129

10

1676

9

2022

1879

1

28

1881

9

70 70

1102

bp10

8

905

THIS

FA

CE

bp10

8 &

bp1

07

1300

TH

IS F

AC

Ebp

114

& b

p108

978

978

0 10

988

1956

2944

10

2954

1975 4929

45

450

1981

2026

10

2037

2041

4077

10

4087

1073 5161

998

998

0 10

1008

2044

3052

10

3063

2035

5098

63

5161

4545

7070

4545

716

0

C7

C7

bp130

bp52

bp134

bp133

bp132

bp129

bp131

DETAIL 6-

C2

C2DETAIL1

-

DETAIL4-

DETAIL 3-

DETAIL 2-

C1C1

SECTION C - CEPP-2TR1-1

5132TOP EDGE OF CHORD

1220

1028

7

13170

1609

3

1108

9704

bp128

90 4462

1069 4467

1220

4185

2158

4588

bp115

bp52bp52 bp52 bp52 bp52

bp87bp128

bp10

bp108

bp114

bp52bp52

bp121

bp128bp128bp128bp128bp128bp128

bp34bp34bp34687

SE

T

104SET

87SET

70 70

1297

1297

0 10

1308

2081 3388

10

3399

1319

SE

T

4545

524

5240

bp9 DIMS 1220

1745

1220

2965

483

4830

bp34 DIMS 1220

1703

1220

2924

332

3320

DIAGANALS 10

342

2078

2420

10

2430

bp59

bp68

bp45

bp72

bp77

1220

5406

1220

6626

1220

7846

1220

9067

1960

6548

10

6558

2028

8586

10

8596

bp124

bp29

bp61

bp60

bp73

bp69

bp51

1691 16910



1220

1516

8

966

1613

5

1913

1675

9

bp124

bp121

bp64

bp9

bp107

bp52bp52bp52 bp52

bp52

bp34bp34

bp34

bp81bp82

bp112

bp108

bp106bp18

bp17

bp128 bp128 bp128 bp127bp128bp128bp128

1220

1150

7

1220

1272

8

1220

1394

8

953

1065

7

10

1066

7

2040

1270

7

10

1271

6

2044

1476

1

85

1484

6

bp62

bp63

bp54

bp70bp74

bp46

bp49

2826 4517

412 4929

254

1638

9

1220

1760

9

1210

1881

9

138

1623

1

1337

1756

8

1220

1878

8

bp120

bp65bp71

bp76

394

62

20 334

898

101

139

116

8475

0 716

458

823

97

40S

ET72

62

136SET

0

bp120

bp76

bp43 TOUCHING POINT

bp33 CONNECTION POINT

bp107

bp32

bp15

bp105

bp31

bp112

bp110

bp10

6

0

TYP

1A

1A

DETAIL 1

17FALL

5011

0

19

45SET TYP

TYP

bp121

0

bp124

SECTION C7

10

0

TYP0

TYP

DETAIL 2TYP DIAGONAL SETOUT

38SET38SET

45110

40

26181

93

29145

7

1015

810

31CUT

bp106

bp31

6 x Ø26 8.8TB

bp15

bp105

bp31

0

0

0

0

0

0

SECTION 1A

8964

120

17

DIMENSION DIMENSION

DIMENSION DIMENSION

1SET

16FALL

30FALL

8SET FLG

bp115

bp128

bp34

DETAIL 3(bp9 & bp34)

DIMENSIONDIMENSION

135

10

2SET

18FALL

bp115

bp34

bp18

DETAIL 4

DETAIL 5-

SECTION C2TOP CHORDS

1025

10250

bp132

bp77

bp52

bp52 bp52 bp52 bp52 bp52

bp52 bp52 bp52

bp52

bp108

bp106

bp52bp52 bp17499

1311

1040

10400

1221

2261

1221

3482

986

4467

260

260

0 1221 1481

1221 2702

1221 3922

1017 4940

221

5161

bp131

bp114

121

90

468 468

0 1069

1536

155

1691

2826 4517

412 4929

1221

2246

1221

3467

1221

4688

473

5161

bp52

bp133

bp120

DIMENSION1691

19FALL

104

34SET FLG

bp17

DETAIL 6

12

3 50-300

bp132

2 x Ø18 PB1230

bp52

SECTION 5A

7SET

DIMENSION DIMENSION

7SET

bp132

bp52

5A

5A

DETAIL 5

ITEM

Ass. Req'd.SECTION GRADENo.OFF LENGTH 2

MATERIAL LIST FOR ONE ASSEMBLY MKAREA(m )WEIGHT(kg)

2TR1 1

8036 7.3 298.4 300PLUSbm9 UC150*37 2 7939 7.2 294.8 300PLUSbm10 UC150*37 1 7939 7.2 294.8 300PLUSbm11 UC150*37 1 1682 0.7 15.4 300PLUSbp9 EA100*100*6 1 1676 0.7 15.4 300PLUSbp10 EA100*100*6 10 2176 0.8 30.9 300PLUSbp32 EA100*100*10 1 2123 0.8 30.2 300PLUSbp33 EA100*100*10 2 2123 0.8 30.2 300PLUSbp34 EA100*100*10 2 2230 0.9 31.7 300PLUSbp35 EA100*100*10 1 2142 0.8 30.4 300PLUSbp36 EA100*100*10 2 2142 0.8 30.4 300PLUSbp37 EA100*100*10 3 138 0.0 0.8 250 bp51 FLT10*75 2 150 0.0 1.6 250 bp57 FLT10*138 6 1005 0.4 14.3 300PLUSbp64 EA100*100*10 1 1252 0.5 17.8 300PLUSbp65 EA100*100*10 1 340 0.2 13.3 250 bp67 FLT25*200 4 211 0.1 1.5 250 bp71 PLT8*162 8 255 0.0 1.2 250 bp77 FLT8*75 14

TOTAL 48.4 1816.5

A.B.N. 30 105 598 865

PH (03) 9534 1292 MOBILE 0411 566 69855 PATTERSON ST. MIDDLE PARK. VIC. 3206


STEELPacific Computing Pty. Ltd

Drawings Detailed using:

DRAWING No.

SCALE:

CHECKED:

DATE:

REV.


PRECAMBER :

ASSEMBLY MARK TO BE STAMPED ON TOP FACE WHEREDRAWN:ERECTION PLAN REFERENCE:

GENERAL NOTES



UNLESS NOTED.2.


6.INDICATED THUS

129- 1/10

AM

16.07.2004

330 CRANBOURNE RD. FRANKSTON

A

AM

129-MP-20

TRUSS FOYER

KARINGAL ENTERTAINMENT COMPLEX

2TR1

G.O.Z.P

GREENSBOROUGH STEEL FAB. 15 DENNIS ST. CAMPBELLFIELD 3061 PH.9305 1677 FAX.9305 2117

PHASE:PLOTTED:MODEL NAME: 20 KaringalEntertainmentPrecinc 27.07.200411:21:52

(S) REQUIRED MK TRUSS 1 2TR1

27.07.04A ISSUED FOR APPROVAL

DATENo. DETAILSREVISIONS

OVERALL CHECK

16049

46

70

6890

400 7939

910

7540

2606

1487

0

840

4- 24 x 50 lg. WBB

7992

bp33

711

NO

PAIN

T

150

2- 22 8.8TF

1200 30301200 1830630 6300

SE

T

4800

630 1419

1487

1419

2906

1419

4324

1419

5743

874

7162

8036

49

49

1838

162

2000

E

E

A

A

bp71bp71

bm9

bp34

bp10bp10

bp67

E

E bp77

bp77

bp57bp57

4- 24 x 50 lg. WBB

bm11

2265814027

bp65

908

57

2- 22 8.8TF

bp67

46

70

795

250675

A

A

bp71

bp71

bp33

bp34

bp10

bp10

bp10

bp32

bp77

bp77bp77

bp77

bp77

TYPICAL126226

1200 66301200

5430

1200

4230

TYP

NOTE: ALL DIAGONAL & VERTICAL ANGLES TO BE (FSBW)

D

D

B

B

445227

699

4800

7406

1448

5861

28

TYPICAL

20001838

227127

1200 3022

6890

bp57

bm10

8

bp67

bp67

150

2- 22 8.8TF

bp64

bp51bp51

8036

8

C

C

A

A

bp71 bp71

2606

26060

1448

4413

1448

2964

1516

15160

CUT 8 CUT

28

bp35bp37

bp36

bp9

bp10

bp10

bp10

bm9

8 CUT

124

CUT

46

70

1200 4222

1200 5422

910

6622

408 7532

7939

124

bp57

2- 22 8.8TF

E

EA

A

bp71bp71

1541

57

630

8036

727

8036

1448

7309

NO

PAIN

T

bp37

bp36

16249

bp10

bp10

E

E

46

70

805

3- 24 x 50 lg. WBB

bp57bp57

49

622 01200 622

1200 1822

675250

bp71

bp71

bp71

bp71bp57

bp57 bp71

bp71

bp71

bp71bp57

bp57

bp57

bp57

27

38

32110

27

38

110322- 18 8.8S 2- 18 8.8S

bp71 bp71

A - A

46

70

115115

28

2- 18 8.8S

2- 18 8.8S

bp9

bp57bp57

B - B

bp9

28

bp51bp51

C - C

46

70

1151152- 18 8.8S

2- 18 8.8S

bp57bp57

D - D

49

130

130

55556- 22 8.8TB

bp67

E - E

ITEM

Ass. Req'd.SECTION GRADENo.OFF LENGTH 2

MATERIAL LIST FOR ONE ASSEMBLY MKAREA(m )WEIGHT(kg)

2TR6 1

9246 8.4 343.3 300PLUSbm8 UC150*37 2 9246 8.4 343.3 300PLUSbm34 UC150*37 2 2131 0.8 35.6 C350 bp3 SHS100*100*6.0 2 2078 0.8 34.7 C350 bp4 SHS100*100*6.0 10 2070 0.8 34.6 C350 bp7 SHS100*100*6.0 2 2003 1.8 74.4 300PLUSbp17 UC150*37 1 2003 1.8 74.4 300PLUSbp18 UC150*37 1 1681 0.7 23.9 C350 bp21 SHS100*100*5.0 1 1676 0.7 23.8 C350 bp24 SHS100*100*5.0 12 160 0.0 0.8 250 bp50 FLT6*100 16 138 0.0 0.8 250 bp51 FLT10*75 3 150 0.0 1.6 250 bp57 FLT10*138 1 211 0.1 1.5 250 bp71 PLT8*162 2 255 0.0 1.2 250 bp77 FLT8*75 16

TOTAL 58.1 2357.7

A.B.N. 30 105 598 865

PH (03) 9534 1292 MOBILE 0411 566 69855 PATTERSON ST. MIDDLE PARK. VIC. 3206


STEELPacific Computing Pty. Ltd

Drawings Detailed using:

DRAWING No.

SCALE:

CHECKED:

DATE:

REV.


PRECAMBER :

ASSEMBLY MARK TO BE STAMPED ON TOP FACE WHEREDRAWN:ERECTION PLAN REFERENCE:

GENERAL NOTES



UNLESS NOTED.2.


6.INDICATED THUS

129- 1/15

AM

23.07.2004

330 CRANBOURNE RD. FRANKSTON

A

AM

129-MP-20

TRUSS FOYER

KARINGAL ENTERTAINMENT COMPLEX

2TR6

G.O.Z.P

GREENSBOROUGH STEEL FAB. 15 DENNIS ST. CAMPBELLFIELD 3061 PH.9305 1677 FAX.9305 2117

PHASE:PLOTTED:MODEL NAME: 20 KaringalEntertainmentPrecinc 27.07.200411:22:06

(S) REQUIRED MK TRUSS 1 2TR6

27.07.04A ISSUED FOR APPROVAL

DATENo. DETAILSREVISIONS

9187

13518450135

88

0

1337

88

80

1425

1249

1505

80

2754

1249

2834

80

4083

1249

4163

80

5411

1249

5491

80

6740

1249

6820

80

8069

1089

8149

9238

CUT CUT8 8

CUTCUT

46

CUT

THRU TRUSSO/ALL SET

CUT

SET 5 483

SE

T

594

0

1202

594

1202

1796

1202

2997

1202

4199

1202

5401

1202

6602

1202

7804

232

9006

9238

8580

105

9238

9187

CHECK

18559

bp21

bp51

1249 9246

1249

79989246

5006

88 880

594 594

0

9225

8

124

408 9246

408

8839

9246

9238

8

A

Abp77

bp77bp77

bp24

4232

bp18

bm34

1- 24 x 50 lg. WBB

46

2000

4- 22 8.8S

200

80

7998

1249

7918

80

6669

1249

6589

80

5340

1249

5260

804011

12493931

80

2683

1249

2603

80

1354

1274

1274

0

966

9225

127 910 8839

1200 7929

1200 6729

1200 5529

1200 4329

1200 3129

1200 1929

729 729

0

THRU TRUSSO/ALL SET 105

CUT 8

C

CTYP

bp50bp50

bp50 bp50SET 5

bp7

bp4

bp24

bp24

bp4

bm8

TYPTYP

2- 22 8.8S

90

90

90

1230

90

213

CUT

bp77bp77

bp77

bp24

D

D

B

B

bp51

bp71

bp77 bp77

bp50bp50

bp50bp50

bp4

bp4

bp4

bp24

bp24

bp3

5006

1- 24 x 50 lg. WBB

8

124

bp77bp77

bp77bp77

bp50

bp17

bm34

1- 24 x 50 lg. WBB

8

4- 22 8.8S

200

1274

0

80

1274

1249

1354

80

2603

1249

2683

80

3931

1249

4011

80

5260

1249

5340

80

6589

1249

6669

80

7918

4232

46

80

5491

1249

5411

1202 6602

1202 5401

1202 2997

1202 1796

127

729

0

1200

729

1200

1929

1200

3129

1200

4329

1200

5529

1200

6729

910

7929

2000

D

D bp71

bp77 bp77

bp50bp50 bp50

bp50

bp3

bp24

bp24

bp4

bp4 bp4

bp24bp24

1- 24 x 50 lg. WBB

46

80

4163

1249

4083

80

2834

1249

2754

80

1505

1337

1425

1202 4199

C

C

bp50bp50 bp50

TYP

bp4

bp24

bp7

bp4

bp24

bm8

TYPTYP

8

2- 22 8.8S

90

90

90

1230

90

213

1089 9238

80

8149

1249

8069

80

6820

1249

6740

232 9238

1202

9006

1202 7804

bp77 bp77

bp71

bp51

bp57bp71

46

70

1152- 18 8.8S

bp51

bp57

bp21

A - A

bp51 bp51

B - B

55

45

5555

2- 14 x 40 lg. 4.6S

bp50

C - C

27

38

110322- 18 8.8S

bp71

D - D

-1

Tekl

a st

ruct

ures

1 2TR2TRUSS (S) REQUIRED MK



G.O.Z.P

SMR-N.S F.S


PRECAMBER :


GENERAL NOTES



UNLESS NOTED.2.


6.INDICATED THUS


WEST ABUTMENTTRUSS

AM

0

THOMASTOWN STATION

24.02.11

XTD

1:10


2TR2-1 2 3 4 5



DRAWN:


REV.

DATE:

CHECKED:

SCALE:

DRAWING No.

PH. +61 3 9866 1015 FAX. +61 3 9866 1016 MOB. 0411 566 698

A.B.N. 69 079 793 122

DESIGN ENGINEER:


2TR2 1MATERIAL LIST FOR ONE ASSEMBLY MK'DITEM SECTION GRADE LENGTHNo. AREA(m ) WEIGHT(kg)

Ass. Req'd.2

bp27 PLT12*277 250 612 0.36 15.91bp29 PLT12*105 250 225 0.05 2.26bp30 PLT12*125 250 313 0.09 3.72bp36 PLT12*125 250 245 0.07 2.92bp37 PLT12*125 250 287 0.08 3.32bp39 PLT20*250 250 652 0.36 25.63bp44 PLT12*125 250 224 0.06 2.68bp51 PLT16*110 350 520 0.13 7.26bp63 PLT20*110 350 572 0.15 9.86bp75 UB610*125 300PLUS 755 1.58 94.83bp93 PLT12*120 250 225 0.06 2.52bp94 PLT12*145 250 306 0.10 4.12bp96 PLT12*105 250 276 0.07 2.72bp97 PLT12*135 250 321 0.10 4.14bp98 PLT12*135 250 276 0.08 3.54bp99 PLT12*210 250 303 0.14 6.01bp100 PLT12*237 250 277 0.09 3.82bp101 PLT12*277 250 329 0.15 6.32bp102 PLT12*277 250 612 0.36 15.91bp104 PLT20*134 250 276 0.09 5.86bp114 PLT16*110 350 215 0.06 2.96bp116 PLT16*250 350 350 0.12 6.41bp122 PLT16*277 350 612 0.37 21.32bp123 PLT16*166 350 277 0.11 5.82bp124 PLT16*145 250 276 0.09 5.04bp125 FLT16*130 250 276 0.08 4.58bp126 PLT16*145 250 276 0.09 5.02bp134 M20_NUT 8.8S 18 0.00 0.24bp154 PLT12*120 250 235 0.06 2.62bp156 PLT12*276 250 346 0.16 6.71bp157 PLT12*330 250 764 0.53 23.71bp158 PLT12*330 250 1008 0.67 30.01bp159 PLT12*330 250 1048 0.72 32.62bp167 PLT12*276 250 346 0.16 6.71bp168 PLT12*276 250 394 0.18 7.91bp169 PLT12*202 250 261 0.12 5.01bp172 UB200*30 300PLUS 2748 2.53 82.41bp173 UB200*30 300PLUS 2552 2.35 76.51bp174 UC200*60 300PLUS 3062 3.74 183.21bp175 UC250*73 300PLUS 3023 4.47 221.11bp176 UC250*73 300PLUS 1007 1.49 73.71bp177 UC250*73 300PLUS 1580 2.34 115.61bp178 UC250*73 300PLUS 731 1.08 53.51bp180 UC250*73 300PLUS 9847 14.57 720.41bp181 UB310*46 300PLUS 1684 2.11 78.41bp182 UB310*46 300PLUS 2070 2.59 96.41bp183 UB310*46 300PLUS 2706 3.38 126.01bp184 UB310*46 300PLUS 303 0.38 14.11bp185 UB310*46 300PLUS 335 0.42 15.63bp186 UB310*46 300PLUS 1378 1.72 64.21bp187 UB250*31 300PLUS 1339 1.42 42.11bp188 UB250*31 300PLUS 1245 1.32 39.21bp189 UC310*97 300PLUS 7776 13.92 757.01bp190 UC310*97 300PLUS 5405 9.67 526.11bp191 UC310*97 300PLUS 985 1.76 95.91bp192 WB310*72 300PLUS 178 0.22 8.31bp196 FLT10*75 250 283 0.05 1.712bp199 FLT10*180 250 160 0.06 2.31bp209 PLT10*56 250 171 0.01 0.41bp211 PLT20*160 250 310 0.12 7.81bp212 PLT20*270 350Z 270 0.17 11.41bp213 PLT20*250 350Z 504 0.28 19.81bp214 PLT20*300 350Z 308 0.21 14.51bp216 PLT16*167 250 463 0.16 8.71bp217 PLT16*167 250 494 0.17 9.31bp218 PLT16*167 250 455 0.16 8.52bp219 PLT16*190 250 295 0.13 7.04bp220 PLT16*254 250 254 0.15 8.11bp221 PLT25*400 250 452 0.40 35.51bp242 FLT8*100 250 90 0.02 0.41bp244 FLT8*100 250 69 0.01 0.321bp245 FLT8*100 250 80 0.01 0.413bp251 FLT8*100 250 88 0.02 0.42bp253 FLT8*100 250 131 0.02 0.61bp254 FLT8*100 250 109 0.02 0.51bp264 FLT8*100 250 146 0.03 0.71bp267 PLT10*120 250 220 0.06 2.140bp277 PLT12*276 250 394 0.18 7.91bp455 FLT8*75 250 224 0.04 1.123bp524 FLT10*150 300PLUS 9288 2.92 107.01

84.57 4034.8TOTAL

GRID LOCATION2TR2 B2-B4/BA

2782

4153

2782

6936

3506

SE

T

1144

REF

3153

1007

9202 2348

6361

764

2669

3814

2908

6722

2672

4092

110

4202

2672

6875

110

6985

2672

9657

2896

436REF

1224

RE

F

1184

13050

9847

DETAIL42TR2-5

bp101 (B/S)

bp17

7

H

H

B

B

C

C

A

A

3097

3049

bp98 (B/S)

bp189

D

D

All flange to flange welds to be - FSBW All flange to stiffener welds to be - FSBW All member web welds to be:- 6CFW both sides for tw < 10mm 8CFW both sides for tw < 15mm 8CFW both sides for tw < 20mm All diagonal stiffeners to be FSBW to flanges All stiffeners to be FSBW to 250UC's, 310UC's and 610UB's flanges All other stiffener to flange welds to be 8CFW both sides All web doubler plates to be 8CFW all round

1526

20 985 254

247

1584

bp100 (B/S)

bp96 (B/S)

bp191

bp187

bp18

6

bp98 (B/S)

bp44 (B/S)

bp18

2

bp173

bp172bp524

1371

1371

0

120

2025

4

274 731 254

13267

1146

1146

01310

1310

0110

1420

bp36 (B/S)

bp44 (B/S)

DETAIL22TR2-5

bp178

bp17

6

bp18

8

bp180

2782

9718

129

9847

3069

REF

304 9847

110

9767

80

9847

2202

RE

F

1871REF

DETAIL 32TR2-5

bp18

1

F

F

E

E1711

bp190

2821

9543

bp44 (B/S)

bp18

3 bp174

bp175

G

G

Tekl

a st

ruct

ures

4 19.05.111 SET DIMENSION REVISED3 15.04.110 ISSUED FOR FABRICATION2 06.04.11B RE-ISSUED FOR APPROVAL1 08.03.11A ISSUED FOR APPROVAL


0

THO-N.S F.S


PRECAMBER :


GENERAL NOTES



UNLESS NOTED.2.


6.INDICATED THUS

JOHN HOLLAND PTY. LTD.415 Johnston St, Abbotsford. 3067.

STATION BUILDINGSTEELWORK

DN

1

THOMASTOWN STATION

19.05.11

XTD

1:7.5

SOUTH MORANG RAIL EXTENSION PROJECT

TH0-MP-10



DRAWN:


REV.

DATE:

CHECKED:

SCALE:

DRAWING No.

PH. +61 3 9866 1015 FAX. +61 3 9866 1016 MOB. 0411 566 698

A.B.N. 69 079 793 122

DESIGN ENGINEER:


1TR5 1MATERIAL LIST FOR ONE ASSEMBLY MK'DITEM SECTION GRADE LENGTHNo. AREA(m ) WEIGHT(kg)

Ass. Req'd.2

ap14 PLT8*135 250 166 0.05 15.411ap17 BT205*27 300PLUS 9857 7.29 266.21ap37 BT205*27 300PLUS 9643 7.14 260.41ap41 UB460*82 300PLUS 2138 3.53 176.21ap46 PLT12*105 250 307 0.07 2.71ap89 PLT12*200 250 220 0.10 4.11ap113 FLT12*100 250 438 0.07 3.01ap117 FLT10*130 250 201 0.06 2.01ap168 FLT16*200 250 492 0.22 12.41ap169 FLT16*200 250 1776 0.77 44.61ap222 FLT10*130 250 201 0.05 1.81ap223 FLT10*130 250 197 0.05 1.61ap224 FLT10*130 250 198 0.05 1.61ap258 FLT10*130 250 201 0.05 1.91ap259 FLT10*130 250 201 0.06 2.01ap260 FLT10*130 250 180 0.05 1.61ap262 PLT10*130 250 201 0.05 1.71ap263 FLT10*130 250 201 0.05 1.61ap264 FLT10*130 250 201 0.05 1.71ap368 FLT10*90 250 172 0.03 1.01ap376 EA75*75*6 300PLUS 1335 0.39 9.11ap380 PLT8*129 250 184 0.05 3.02ap382 FLT10*90 250 198 0.03 0.91ap383 FLT10*90 250 198 0.03 1.11ap394 EA75*75*6 300PLUS 1814 0.53 12.31ap399 EA75*75*10 300PLUS 2029 0.59 21.31ap400 EA75*75*10 300PLUS 2128 0.62 22.41ap401 EA75*75*10 300PLUS 1749 0.51 18.41ap404 EA75*75*6 300PLUS 1512 0.44 10.31ap405 EA75*75*6 300PLUS 965 0.28 6.61ap406 EA75*75*6 300PLUS 1840 0.53 12.51ap407 EA75*75*6 300PLUS 1590 0.46 10.81ap412 PLT12*204 250 220 0.10 4.21ap474 FLT8*130 250 180 0.05 2.92ap475 FLT8*130 250 187 0.05 1.51ap476 FLT8*75 250 170 0.03 0.81ap477 FLT8*75 250 180 0.03 5.16ap478 FLT8*75 250 187 0.03 2.63ap480 FLT8*75 250 179 0.03 3.44

24.56 952.7TOTAL

GRID LOCATION1TR5 32>/E

1 1TR5TRUSS (S) REQUIRED MK

1413

SET

9726

860 6059

2563

6387

2437

7333

3335

6568

9828

9643

11879 (BT205*27 x 9643)

2334 7224

889

4327

900 5943

2491

7530

E

E

1676

40

860 2620

860 52002566

3824

2404

2404

0

2412

4816

80 4896

2666

3153

83

2708 4810

986

1144

983

4

70

900 2343

900 3243

2235

2494

FIRST HOLE122 OFF FACE


ap478

ap477

@100C/C'S

@100C/C'S

E

E

E

E

E

E

E

E

E

E

E

E

ap222

ap262

ap264

ap117

ap258

ap259

B

B

A

A

ap89ap46

11x ap14 (N/S)

4 x Ø22 8.8TB

4 x Ø22 8.8TB

ap399

ap39

4

ap40

0

ap401

ap40

6

ap404

6570

899 899

0

861 1760

259 2590

999 1258

407

407

0

80 487

4

7031

7042

K

K

4 x Ø22 8.8TB

ap412

200

102

102

0 2000 2102

1055

101 TY

P

51SET

179

21

7061

543 543

0 900 1443

98

98

0 161

259

10CUT



ap476

ap477

860 3480

860 4340

80 3233

7019

7

80

4890

37

80 31188

SET OVER

ap40

6

853

101 TY

P

25

65

25

5416

900 4143

900 5043

24

2519

2493

5011

27

5039

FIRST HOLES122 OFF FACE



ap474

ap475

ap474

2154

859 6918

860 7778

860 8638

860 9498

862 10360

2563

8950

878 9828

18

9846

2179

12025

2495

9828

80 6648

2538

9187

80 9267

561 9828

2198

2374 9598

1775

535

900 9543

2082 9643

DETAIL1-

0

0

ap41

@100C/C'S

@100C/C'S

ap169

J

J

H

H

G

G

F

F

ap37

ap17

ap263

ap223

ap224 ap260

ap368

ap383ap382

D

D

ap113

C

C

ap380 4 x Ø22 8.8TB

4 x Ø22 8.8TB

4 x Ø22 8.8TB

ap407ap376

ap405

1839

64SET

701

68

217

22

763

1951

3139

900 6843

900 7743

900 8643

31

7561




ap477

ap478

ap477

462

SET

860 11220

806 12025

16 2138

106

9704

1409 1111

3

269 1138

1

415 1179

6

1228

2812

265 489

164

69 100

100

900 1044

3

900 1134

3

453 1179

6

150 150 35FIRST HOLE114 OFF FACE


ap480

ap380

ap168

ap480

40 105 223SET

15SE

T

177

55 95

ap476

2 x Ø22 8.8S

4 x Ø22 8.8TB

ap46

ap39

9

ap89

A - A

7046

4SET

136

2 x Ø18 PB1230ap14

B - B 2SET

154

7046

3

151

2 x Ø18 PB1230

2 x Ø18 PB1230

ap383

ap380

C - C

40 114

10SE

T16

1 101

176

12SE

T

165SET

2SET

146

3

151

7048

ap480

ap480

ap380

2 x Ø22 8.8S

2 x Ø18 PB1230

ap382

ap113

D - D

4SET

158

2 x Ø18 PB1230

ap223

F - F

4SET

166TYP

2 x Ø18 PB1230

E - E

4SET

149

2 x Ø18 PB1230

ap224

G - G

4SET

141

2 x Ø18 PB1230

ap260

H - H

2SET

143

ap478

2 x Ø18 PB1230

ap368

J - J

2427SET

10170

SET

19745 16 45

45

103

51


115 OFF FACE TO FIRST HOLE

114 OFF FACE TO FIRST HOLE

ap168

ap480

ap477

ap478

ap477

ap480

DETAIL 1

55 95

4 x Ø22 8.8TB

ap41

2

K - K

-1

Tekl

a st

ruct

ures


DATEDESCRIPTIONREV.No1C1

0

SMG-N.S F.S


PRECAMBER :


GENERAL NOTES



UNLESS NOTED.2.


6.INDICATED THUS


SOUTH MORANG CANOPYCOLUMN

AM

0

SOUTH MORANG STATION

27.06.11

XTD

1:15


1C1-1 -2 -3 -4



DRAWN:


REV.

DATE:

CHECKED:

SCALE:

DRAWING No.

PH. +61 3 9866 1015 FAX. +61 3 9866 1016 MOB. 0411 566 698

A.B.N. 69 079 793 122

DESIGN ENGINEER:


1C1 1MATERIAL LIST FOR ONE ASSEMBLY MK'DITEM SECTION GRADE LENGTHNo. AREA(m ) WEIGHT(kg)

Ass. Req'd.2

am1 UB310*40 300PLUS 2608 3.23 106.61am9 UB310*40 300PLUS 2595 3.22 106.11am26 UB310*40 300PLUS 2595 3.22 106.11am27 UB310*40 300PLUS 2608 3.23 106.61am43 UC250*73 300PLUS 4171 6.17 305.21ap1 PLT40*520 350Z 600 0.71 98.01ap5 PLT12*127 250 254 0.07 3.01ap9 FLT12*40 250 167 0.02 1.12ap11 PLT32*165 250 304 0.13 50.44ap14 PLT25*280 250 624 0.37 64.52ap15 FLT12*75 250 186 0.03 2.62ap16 PLT25*260 350Z 290 0.18 14.81ap17 PLT25*106 250 290 0.08 6.01ap19 FLT12*75 250 363 0.06 5.12ap22 FLT10*130 250 180 0.05 1.81ap24 PLT25*280 250 625 0.37 64.82ap26 FLT12*100 250 274 0.06 5.22ap29 PLT12*60 250 170 0.03 3.84ap36 FLT10*100 250 313 0.07 2.51ap38 FLT10*75 250 304 0.05 7.24ap50 FLT10*90 250 160 0.03 1.11ap56 PLT10*70 250 282 0.05 1.51ap57 PLT10*218 250 228 0.08 11.14ap65 PLT8*128 250 194 0.04 2.12ap69 FLT8*130 250 142 0.03 1.82ap72 FLT8*130 250 163 0.04 2.42ap73 FLT8*130 250 119 0.03 5.16ap75 FLT8*130 250 169 0.04 5.04ap79 PLT8*125 250 243 0.06 1.81ap87 FLT8*200 250 134 0.05 2.82ap88 FLT8*130 250 165 0.04 4.94ap93 FLT8*75 250 187 0.03 1.72ap96 FLT8*130 250 422 0.11 6.12ap100 FLT8*154 250 279 0.08 4.82ap108 EA50*50*3 300PLUS 2539 0.51 11.82ap112 FLT6*50 250 39 0.00 0.22ap113 FLT6*50 250 80 0.01 0.42ap114 FLT6*50 250 121 0.01 0.62ap115 FLT6*50 250 162 0.02 0.82ap126 FLT10*300 250 79 0.05 14.98ap158 FLT10*75 250 313 0.05 7.44ap159 PLT3*25 250 25 0.00 0.216ap163 FLT8*130 250 159 0.04 4.04ap165 PLT25*106 350Z 290 0.08 6.01

22.89 1160.2TOTAL

GRID LOCATION1C1 J/6

1 1C1BEAM (S) REQUIRED MK

ISOMETRIC VIEW

-2

3671

63

501

320

203

250

250

40

ap159

ap159

21

314

21

289

101 290

107 315

21

121

115

101010

710

7

21

954 2608

3562

956 1652

955 697

697 0

292SLOT

100

28S

LOT

ap159 (B/S)

ap159 (B/S)

0

0

28S

LOT

7575

0

2430

CHECK

DIM T

OP FL

G

2450

CHECK DIM TOP FLG

2430

CHECK DIM TOP FLG

2450

CHECK

DIM T

OP FL

G

1550TOP FLG SET

1561TOP FLG SET

1887

TOP

FLG

SE

T

1871

TOP

FLG

SE

T18

71TO

P F

LG S

ET

1550TOP FLG SET

1561TOP FLG SET

1887

TOP

FLG

SE

T

NOTE: FOR DETAILED SECTIONS A & B - REFER TO DRAWING 1C1-3

FOR DETAILED SECTIONS C & D- REFER TO DRAWING 1C1-4

D

D

C

C

B

B

A

A

am9

am26

am27

am1

7575

76

105

107 107

107107

66 66

6666

103

7575

56

ap165

Tekl

a st

ruct

ures



0

SMG-N.S F.S


PRECAMBER :


GENERAL NOTES



UNLESS NOTED.2.


6.INDICATED THUS



AM

0


27.06.11

XTD

1:7.5


1C1-1 -2 -3 -4



DRAWN:


REV.

DATE:

CHECKED:

SCALE:

DRAWING No.

PH. +61 3 9866 1015 FAX. +61 3 9866 1016 MOB. 0411 566 698

A.B.N. 69 079 793 122

DESIGN ENGINEER:


DETAIL1-

0

0

ap5

ap9

ap1

ap29

ap29

TOP VIEW

0

FLGS

0

FLGS

0

FLGS

0

FLGS

DETAIL 1

A

Aap29

ap1

ap29

DETAIL 2-

0

0

ap9

ap5

ap9

SECTION A

ap17

ap16

ap14 ap24

ap24

ap22

ap14

DETAIL 2

-3

Tekl

a st

ruct

ures



0

SMG-N.S F.S


PRECAMBER :


GENERAL NOTES



UNLESS NOTED.2.


6.INDICATED THUS



AM

0


27.06.11

XTD

1:7.5


1C1-1 -2 -3 -4



DRAWN:


REV.

DATE:

CHECKED:

SCALE:

DRAWING No.

PH. +61 3 9866 1015 FAX. +61 3 9866 1016 MOB. 0411 566 698

A.B.N. 69 079 793 122

DESIGN ENGINEER:


138

175

313

3130

256

569

553

1122

116

1238

466

1703

512

2215

119

2335

166

2501

94

2595

5858

138

176

130

111

51

ap115

ap87

ap108

am9

0

0

520 1795

2595

2430HORIZONTAL DISTANCE OF COL FACE

645

VER

TIC

AL S

ET

2535

152

211

117

81 8

ap163

ap15

8

ap163

ap15

8

0

0

8

F

F

E

E

D

D H

HG

G

ap26 ap112

ap14

ap11

ap15

ap88 ap88

ap57

ap19

ap75

ap114ap113

ap69ap57

ap65

B - B

176

197 197

0 502 699

298 996

279 1275

16 14

60

132

159

163

578 2373

222 2595

32

14

1017

1

8 42

934516

511

7

252 252

0 949 1201

166 1367

927 2294

168 2462

145

2608

9FALL

357

3570

214

571

553

1124

1093

2217

390

2608

130

SE

T

90SET

114SET

96SET

1013

7S

ET

92SET

51SET

51SET

73S

ET

73S

ET

73S

ET

51SET

43SET

123CUT

4545

118

1312 29

33

8FALL

10FALL

ap79

4 x Ø26 8.8TB

1013

2S

ET

14FALL

197

SE

T

138SET

ap73

ap75

ap24

ap38

ap72

ap73

am27

ap38

ap11

ap93ap100

ap73ap96

124SET79

SET

83S

ET

1248 SE

T

63SET

101SET124

CUT

4545

177

SE

T

ap163

ap158ap163

ap158

ap112ap114 ap113

ap65

ap57

ap15

ap57

ap115

ap87

ap11

ap88

am9ap14

ap19

ap26

ap75 ap88

ap69

4 x Ø26 8.8TB

1107

1477

123

1245

177

SE

T

124SET

93S

ET

10

371

3710

124SET

36FALL

83S

ET

309 309

0 260 569

553 1122

101SET

1312

113

SE

T

113

SE

T

79SET

79SET

111SET

13

284

1761

740

2501

94

2595

93S

ET

10

177

SE

T

970 2215

128

2343

252 2595

12 113

SE

T

5

152

1017

1

2 x Ø18 4.6S

ap15

ap126

ap57

ap126

G - G

2812

7

252

2520

319

571

553

1124

77

1201

1016

2217

77

2294

31426

08

17

1181 1181

0 1093 2274

334 2608

17 171717

2450HORIZONTAL DISTANCE OF COL FACE

630

VER

TIC

AL S

ET

2608

132

159

ap73ap73 ap75 ap72ap73

ap38

ap93

ap11

0

0

A - A

700

78

17

132

143

132

142

ap79

0

8

B

B

A

A

ap24

ap38

1017

1 111

130

32

132

153

132

136

0

C

C

am27

ap100

138

173

155

SE

T21

45SET 21

7

2 x Ø18 PB1230

ap163

ap158

ap16

2 x Ø18 PB1230ap108

ap115

ap65

D - D

127

149

13 13

29 33

2 x Ø18 PB1230

ap79

ap24

2 x Ø18 PB1230

ap93

A - A

114 130

132

159

8310

2 x Ø18 PB1230

2 x Ø18 PB1230

2 x Ø18 PB1230

ap100

ap38

ap75

B - B

118

153

132

171

10

ap38

2 x Ø18 PB1230

2 x Ø18 PB12302 x Ø18 PB1230ap96

ap126 (B/S)

ap72

C - C

3233SET

811

6S

ET

7

2 x Ø18 PB1230

ap114

ap108

ap88

E - E

7

3714

45 45

93

55 11SET

137

130

111

2 x Ø18 PB1230

ap126 (B/S)

ap108 ap112

4 x Ø26 8.8TBap11

ap69

ap26

H - H

138

175

22SET

44

776

2 x Ø18 PB1230

ap163

ap158

ap113

ap108

F - F

-4

Tekl

a st

ruct

ures



0

SMG-N.S F.S


PRECAMBER :


GENERAL NOTES



UNLESS NOTED.2.


6.INDICATED THUS



AM

0


27.06.11

XTD

1:7.5


1C1-1 -2 -3 -4



DRAWN:


REV.

DATE:

CHECKED:

SCALE:

DRAWING No.

PH. +61 3 9866 1015 FAX. +61 3 9866 1016 MOB. 0411 566 698

A.B.N. 69 079 793 122

DESIGN ENGINEER:


1107

2224

970 1350

1217

7S

ET

ap19

ap57

94

940

740

834

284

1118

124SET

93S

ET

10

252 252

0 128

380

113

SE

T

124SET 79

SET

48 SE

T12

63SET

101SET

4545

ap163

ap1584 x Ø26 8.8TB

ap113

ap112ap88

ap15

ap57

ap26ap69

ap11

93S

ET

10

371

2595

124SET

36SET

101SET

123

1473

553 2026

260 2286

309 2595

82 SE

T

121311

3S

ET

113

SE

T

124SET 79

SET79

SET

83S

ET

124CUT

ap158

ap163 ap65

ap14

ap88

ap87

ap75ap115

am26

ap114

10 FALL

145

145

0 168 314

927 1241

166 1407

815 2221

386 2608

10

FALL 8

FALL

3329

43

390

3900

1093

1483

553

2037

214

2251

357

2608

1312

118

130

SE

T

90SET

114SET

96SET

1073

51

1013

7S

ET

1013

2S

ET

92SET

5151

73 73 73

51

4545

123CUT

4 x Ø26 8.8TB

ap11 ap96

am1

ap38

ap73 ap100

ap72

ap73

ap38

ap75ap50

ap93ap73

ap36

7

45 45

93

137

11SET

55

130

111

3714

2 x Ø18 PB1230

ap69

ap26

ap112 ap108

ap126 ap126

ap11 4 x Ø26 8.8TB

A - A

5

152

1017

1

2 x Ø18 4.6S

ap126 ap126

ap57

ap15

B - B

138

175

776

22SET

44

ap163

ap158

ap108

ap113

C - C

7

33SET 32

116

SE

T8

12 13

ap114

ap108

ap14

D - D

138

176

155

SE

T21

45SET 21

7ap108

ap115

ap65

ap14

2 x Ø18 PB1230

ap158

ap163

2 x Ø18 PB1230

E - E

1017

1

132

153

118

ap126 (B/S)

ap72

2 x Ø18 PB1230 2 x Ø18 PB1230

2 x Ø18 PB1230

ap96

F - F

136

176

94

940

166

260

119

380

512

892

466

1357

116

1473

553

2026

256

2282

313

2595

58

138

175

58

130

111

51 176

2430

HORIZONTAL DISTANCE OF COL FACE

645

VERTIC

AL SET

2535 60

211

152

520 1320

2595

ap87

ap115

ap108

0

0

C - C

4593

8

117

165

42

222 222

0 578 800

1017

1

14

32

ap163

ap15

8

0

C

C

B

B

A

A

ap11

ap57ap69 ap15

ap112

ap88

ap26

ap113

81

132

159

117

163

8

279 1599

298 1896

502 2398

197 2595

14 16ap

158

ap163

ap65

0 8

E

E

D

D

am26

ap57 ap114

ap88 ap75

ap19

ap14

2608

2450

HORIZONTAL DISTANCE OF COL FACE

630

VERTIC

AL SET

1016

1407

132

159

1093 1427

ap75

ap100

0

0

D - D

32

130

314

3140

77

390

132

153

132

136

334 334

0

1717

1017

1111

0

ap126 (B/S)

F

F

G

G

ap72

ap11

ap73

am1

ap38

ap96

5 5

77

1483

553

2037

185

2221

386

2608

132

142

132

143

146

9

744 2171

436 2608

40171717

700

78

ap56 0

0

8

H

H

ap73ap73

ap36

ap24 ap50

ap38

ap93

10 83

114 130

132

159

2 x Ø18 PB1230

2 x Ø18 PB12302 x Ø18 PB1230

ap75

ap100

ap38

G - G

13 13

10 83

9

155

29 33

ap24

2 x Ø22 8.8TB

2 x Ø18 PB1230

ap56

ap36

ap93

ap50

H - H

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