3D View - Steel Detailing UKsteeldetailinguk.co.uk/resources/steel-detailing-example... · ·...

[G] -

REVISIONS

Example Customer

Example Project

1608 EX1

3d Model View

DateDT CH NTS

23

4

5

6

7

B

C

D

E

Ex

Ex

F

G

H

IJ

K

3D View

3D View

Section on Gridline B

CB2 - IPE160

CB

2 - IPE160

CB2 - IPE160

C1 - UC152x152x30

R5

- UC

152x

152x

23

C1 - UC152x152x30

R5

- UC

152x

152x

23

C1 - UC152x152x30

C2 - UC152x152x30

R6

- UC

152x

152x

23

C1 - UC152x152x30

C2 - UC152x152x30

C2 - UC152x152x30

C2 - UC152x152x30

B2 - IPE160

B1 - UC152x152x23 B1 - UC152x152x23 B1 - UC152x152x23

B4 - UC152x152x23

CB

5 - I

PE16

0

C1 - UC152x152x30

R3

- UC

152x

152x

23

C1 - UC152x152x30

R2 - UC152x152x23

R1 - UC152x152x23

R4 - U

C152x

152x

23

B5 - IPE160

CB3 - IPE160

CB

1 - IPE160

CB1 - IPE160

CB

1 - I

PE16

0

Roof Plan

C2

- UC

152x

152x

30

C2

- UC

152x

152x

30

C2

- UC

152x

152x

30

Section on Gridline F

C1

- UC

152x

152x

30

R5 - UC152x15

2x23

Eaves ConnectionSection onScale 1:10

125 125

125

125

UC152x152x30

Base Plate Detail

R5

- UC

152x

152x

23

B4 - UC152x152x23 B4 - UC152x152x23

Ridge Connection

B1 - UC152x152x23B1 - UC152x152x23

Purlin Connection3D ViewScale 1:10

3690

3690

3690

3690

FFL 0.0

Detail A

Detail B

Detail B

Detail A

35°

35°

4 - M20x450 LongGr 8.8 - HD Bolts

57

FFL 0.0

SHS 80X5

SHS 80X5

SHS 80X5

SHS 80X5

SH

S 8

0X5

SHS50X4

350x350x15 Plate

Eaves Beam Connection10mm Plate & 2no M16 Bolts

10mm Plate & 4no M20 BoltsTruss to Stanchion Connection

10mm Fin Plate With 2no M16 BoltsRidge Beam Connection Purlin Connection

10mm Fin Plate With 2no M16 Bolts

10mm Plate welded to top of truss.Detail A (Note Truss on Gridline G Omitted For Clarity)

Half Trusses on Gridlines E,G & F are connectedwith 10mm Fin plates and 2no M20 Bolts.

Half Truss on Gridline F connected using10mm Fin plates and two M16 bolts each.

Detail BHalf Trusses on Gridlines E & G connected using

bracing type connection all from 10mm platewith 2no M16 Bolts.

NotesAll welds 6mm Continuous excepttruss end plates which are 8mm.All material Galvanised after manufacture.

Finished Floor Level In The Swimming Pool Area Is Assumed To Be The Same As The Main Building

5738 5738

9400

340

2983

22

C1

- UC

152x

152x

30

R5 - UC152x152x23

C1

- UC

152x

152x

30

+6.272

+3.005

R6

- UC

152x

152x

23

340

+3.005

+2.945+2.983 +3.005

FFL Is 150 above Slab

3710 3710 3710

B3 - SHS50X4

C1 - UC152x152x30

B6 - IPE160

B2 - IPE160

B2 - IPE160B5 - IPE160

B1 - UC152x152x23B1 - UC152x152x23B1 - UC152x152x23

B4 - UC152x152x23 B4 - UC152x152x23

Fin Plates This Side Of Beam



Fin

Pla

tes

This

Sid

e O

f Bea

m

35°

C

C

D

D

B

B

A

A

2

2

1

1

EE

G

G

F

F

B

B

22

21 F

D

D

C

C

B

B

A

A

1 1

2 2

E

E

G

G

F F

3D View Without Handrails (NTS)3D View Without Landing Plates (NTS) 3D View With Handrails (NTS)

Elevation (1:20)

Plan View (1:20)

SG6 - PFC200x90x30

SG5 - PFC200x90x30

C2

- CH

S21

9.1x

10

C1

- CH

S21

9.1x

10

CB2 - PFC200x90x30

SG1 - PFC200x90x30

SG2 - PFC200x90x30

SG7 - PFC200x90x30

B6 - PFC150x90x24

SG3 - PFC200x90x30

SG4 - PFC200x90x30

B7 - PFC150x90x24

B8 - PFC150x90x24

ST1 -

ST1 -

B1 - T70

B1 - T70

B1 - T70

B5 - T70 B1 - T70 B1 - T70

B3 - T70B2 - T70

B4 - T70

B2 - T70

B6 - PFC150x90x24

B8 - PFC150x90x24

B7 - PFC150x90x24

B9 - T70 SG3 - PFC200x90x30

B7 - PFC150x90x24

SG4 - PFC200x90x30

SG2 - PFC200x90x30

HR6 - CHS48.3x3

PL5

PL7

HR1 - CHS48.3x3

PL2

PL3

HR1 - CHS48.3x3

PL3

PL2PL9

CP2 -

CP2 -CP4 -

HR5PL8

HR4

CHR1 - CHS48.3x3

CP1 -CP5 -

CP1 -

CP3 -

HR2 - CHS48.3x3

HR3 - CHS48.3x3

PL4

PL1

PL1

PL1

PL1

PL4

ST1 -

ST1 -

20 1060 1230 2970 1250 90

20 2290 450 2520 1250 90

430

2385

1590

1100

1100

945

1250 2970 2290

1000

1000

1042

900

182012

5012

50

Bet

wee

n S

tring

ers

Bet

wee

n H

andr

ails

320

500

20mm Pack to all baseplates.TOC -450mm

430

LP4

LP5LP3

LP1

LP2

3D View 1

2

3

6

4

5

D

C

B

A3

Index Date Description

REVISIONS

Example Client

Example Project

Example Drawing

ST CH DATE NTS

0000 EX - 01

Index Date Description AuthorA 13/04/2006 Balustrades Added ST

[G] -

REVISIONS

Example Project

Example Client

n/a 01

Stair Details

DateDT CH

A

1:10/1:15/1:25

3D View (NTS) Elevation 2 (1:25)

Tread Detail (1:10)

B7 - PFC200x75x23

B5 - PFC200x75x23

B10 - PFC200x75x23

HR2 - CHS48.3x3.2

HR3 - CHS48.3x3.2

HR5 - CHS48.3x3.2

B3 - PFC200x75x23

B1 - PFC200x75x23

HR4 - CHS48.3x3.2

HR6 - CHS48.3x3.2

SG2 - FL200X10

SG1 - FL200X10

TR1 -

LP3

LP2

LP5

LP6

LP1

LP4

HR1 - CHS48.3x3.2

B8 - PFC200x75x23

+3.315

+1.658

8mm Durbar Plate

Landing Plate Hard to Wall.

Landing Plate Hard to Wall.

50 1200 435 1200 50

Between Handrails.

Bet

wee

n H

andr

ails

.B

etw

een

Han

drai

ls.

12345678910

10 11 12 13 14 15 16 17 18 19 20

Trea

d W

idth

Trea

d W

idth

Landing Hard to Wall Around Landing

Landing Plate Hard to Wall Around Landing

Notes

All steel S275

All Steel Galvanised to BS 1461

All connects as per Engineering drawing no PC 00006-2 (2)

The landing plates butt hard to the wall as shown in the Engineering drawings.

All Landing and treads plates 8mm Durbar.

Handrails Fixed with 4no M12 Gr8.8Bolts

- LP3

1621 2258 2271

6150

311 1910 50

1000

900

1100

1100

50 1320 261 2269

1658

3315

1100

1100

3315

1650

1142

1142

1370 2820 1910 50

50 1320 2820 230 1010 670 50

6150

5096

028

035

512

4050

2935

5012

4035

512

4050

541

1143

1142 11

80

1142

1180

318

435

166

251

425

3000

1700

1617

3000

3317

DT2DT2 DT2 DT2DT1DT1

EB5EB4

2x SR2

EB1

2x SR3

2x SL22x SL2

2x SR2

Elevation on Gridline A

100 6000 6000 6000 100

B1 - UB254x146x31 B4 - UB254x146x31 B1 - UB254x146x31

ET2 - CHS114.3x3.6 ET3 - CHS114.3x3.6 ET2 - CHS114.3x3.6

C9 - UC203x203x46 C3 - UB305x165x40 C3 - UB305x165x40

C10 - UC203x203x46

425

3000

1700

1617

3000

3317

DT1DT1DT1DT1DT1 DT1

2x SR1

EB2

SR1

SR10

EB3 EB1

SR7

SR3

2x SL22x SL2

ST4 ST2

Elevation on Gridline 1

425

3000

1700

1617

3000

3317

DT1DT1 DT1 DT1 DT1 DT1

EB2

SR11

SR1

EB3

2x SR1

ST4 ST2

2x SL22x SL2

SR3

SR8

EB1

Elevation on Gridline 4

18441850

18501850

1850 250 250 18501850

18501850

1844

425

3000

1050

650

1617

83

3000

3317

CA2 CA3

CA4

DT1 DT1

DT2DT2DT2 DT2

DT1

DT1

2x SR4

SR2

SR12 SR6

SR2

SR5SR5

SR9

ST1 ST3 ST1 ST3

2x SL2 2x SL2

CA1

Elevation on Gridline D


B7 - UB406x178x54

CB1 - FL100X10

CB1 - FL100X10

C7

- UC

203x

203x

46

C8 - UB406x178x54 C1 - UB406x178x54C9 - UC203x203x46

500

6000 6000 6000


B6 - UB406x178x54

C10 - UC203x203x46

C1 - UB406x178x54C5 - UB406x178x54

CB1 - FL100X10

CB1 - FL100X10

C6

- UC

203x

203x

46

6000 6000 6000DH1 - RSA125x75x8

DP2 - PFC200x75x23

DP1 - PFC200x75x23

C6 - UC203x203x46

C4 - UB305x165x40

C4 - UB305x165x40

C7 - UC203x203x46

R3 - UB254x146x31 R2 - UB254x146x31

R6 - UB254x146x31

100 6000 1000 4000 1000 6000 100

T1 T1 T1 T1 T1 T1

T1 T1 T1

T1

T1

T1

T4

ULT L45x45x2Typical

All Rails UltraBeam 1705014

1 2 43 41 2 3321 4B ACD B ACDD C B A

B CA DDA B CA DCB

134 2 13 24 234 1

A3


REVISIONS

Example Client

Example Project

Example Drawing

ST CH DATE NTS

0000 EX - 01

Index Date Description AuthorGeneral Notes1. All holes 22 Ø U.N.O.2. All welds continuous 6mm fillet U.N.O.3. This drawing must not be scaled.

[A] -ST DATE

Giraffe Viewing Platform

n/a 01 FinalNTS

3D View

2480

24803000

B4 - SHS100X4B3 - S

HS100X4

B1 - SHS100X4

B2 - SHS100X4

B1 - SHS100X4

B1 - SHS100X4

B2 - SHS100X4

B2 - SHS100X4

B1 - SHS100X4

RL1 - CHS88.9x3

RL1 - CHS88.9x3

M1002 - CHS88.9x3

RL1 - CHS88.9x3

RL1 - CHS88.9x3F1000 - RD20

Elevation

Denotes floor level200mm joists & 25mm Ply Flooring

Upper Level

Giraffe Compound Level

100mm bearingfor floor joists

Joist bearing plate

This is the important dimension to setthe correct height of the platform.

B4 - SHS100X4

B4 - SHS100X4

B4 - SHS100X4

B3 - SHS100X4

B3 - SHS100X4

C1

- SH

S100

X4C

5 - S

HS1

00X4

C1

- SH

S100

X4C

4 - S

HS1

00X4

C1

- SH

S100

X4C

4 - S

HS1

00X4

C1

- SH

S100

X4C

3 - S

HS1

00X4

C1

- SH

S100

X4C

3 - S

HS1

00X4

C1

- SH

S100

X4

C1

- SH

S100

X4

C2

- SH

S100

X4

C2

- SH

S100

X4

C5

- SH

S100

X4

C1 - SHS100X4

1600

1727

1245

1390

4572

225

1120

2396

2204

920

80

3D View

354

65

246

65

24667

243

65

246

65

246

65

246

65

246

65

246

65

246

65

246

65193

Hot Dipped Galvanised

PFC230x75x26All Web Holes 14ø

2 - 22ø

162120

708

120

708

120

908

120

746

132 120 687 120 148

1207

3712

180

63

6510

065

140100

Flange Holes 14ø35mm Backmark



108°

108°

144°

117°

117° 126°

F512

1 No. PFC230x75x26 - S275JR - Mkd S9

S9

2 - 24ø

FL80x20 - S275JR - Mkd F51240

40

80

50 130 50

230

View on Stringer & Treads

183

225

A3


REVISIONS

Example Client

Example Project

Example Drawing

ST CH DATE NTS

0000 EX - 01

5032

100 6000 6000 6000 100

6000

C2 - UC203x203x46C2 - UC203x203x46

B7

- UB4

06x1

78x5

4

B3

- UB4

06x1

78x5

4

B6

- UB4

06x1

78x5

4

B5 - UB254x146x31 B2 - UB254x146x31

B1 - UB254x146x31 B4 - UB254x146x31 B1 - UB254x146x31

C1 - UB406x178x54C1 - UB406x178x54

C3 - UB305x165x40 C3 - UB305x165x40C9 - UC203x203x46 C10 - UC203x203x46

B3

- UB4

06x1

78x5

4

B2 - UB254x146x31

1st Floor Plan

Typical Floor Beam Connections

UB406x178x54UC203x203x46

UB254x146x31

8015

080

50

4080

4050

45 45PLT 10x150x410

4 M20 8.8 XOX

4 M20 8.8 XOX

PLT 10x150x160

@ 90 c/c

Truss Eaves Connection

Truss Apex Connections

Truss Bottom Splice

100

PLT 15x220x230

FL200X10

PLT 10x200x22040110

100 100 74

4070

7040

50

6510

055

10

4 M20 8.8 XOX

3 M20 8.8 XOX

4 M20 8.8 XOX

PLT 15x220x230

1055

100

65

UC203x203x46

UB305x165x40

UC203x203x46

SHS100X4

3014

030

30 90 30

1055

100

6527

813

510

055

10

750

66

+6.267

580

1264

Eaves Haunch

Apex Haunch

100

PLT 15x180x300

PLT 15x180x230

4 M20 8.8 XOX

4 M20 8.8 XOX

PLT 10x150x200

4 M20 8.8 XOX

@ 100 c/c

1800

+5.500

+6.267

100

100

100

180

100

100

6010

17

6 M20 8.8 XOX

PLT 20x180x750

PLT 15x80x379

UB356x171x45

UB356x171x45

UB406x178x54

250250

UC152x152x30

UB356x171x45

PLT 20x180x530

2 M20 8.8 XOX

6 M20 8.8 XOX

9016

010

010

070

10

@ 100 c/c

@ 100 c/c@ 100 c/c

@ 100 c/c

6 M20 8.8 XOX@ 100 c/c

400

Gable & Jack RafterEaves Connection

8012

070

10

4 M20 8.8 XOX

PLT 10x150x280UB254x146x31

@ 90 c/c

1

B

AA

B

4

3 41 2

1 2 3

B

1

A3


REVISIONS

Example Client

Example Project

Example Drawing

ST CH DATE NTS

0000 EX - 01

General Notes1. All welds continuous 6mm fillet U.N.O.2. This drawing must not be scaled.

Zinc Phosphate Primer

8 - 22ø6 - 22ø10 - 22ø

4x F500

1 No. UB457x191x82 - S275JR - Mkd B1

F501 - FL200x15x480 Lg

F500 - FL90x10x200 Lg

1938 300 1722

0 1938

2238

3960

1185

1275

460

2003 90 90 1777

0

2003

2093

2183

3960

4545

191

6 - 22ø

50 50 50 50

10

50 50 50

1010

A

A

Section A - A

F500 - FL90x10x200 LgF500 - FL90x10x200 Lg

F500 - FL90x10x200 Lg

F501 - FL200x15x480 Lg

460

200

244

Mark Quantity Profile Length Material Area (m²) Weight (kg)

B1 1 Values for ONE assembly:

M500 1 UB457x191x82 3,960 S275JR 6.60 322.9F501 2 FL200x15 480 S275JR 0.21 11.3F500 6 FL90x10 200 S275JR 0.04 1.5

Total for ONE assembly: 7.28 354.5

A3

Index Date Description Author

Example Project

ST DATE NTS 0000 EX - 01


F529 60 FL110x10 136 S275JR 0.03 70.2F530 5 FL200x10 350 S275JR 0.15 27.5F531 107 FL130x10 130 S275JR 0.04 142.0F532 6 FL150x10 190 S275JR 0.06 13.4F533 4 FL150x8 220 S275JR 0.07 8.3F534 7 FL200x10 182 S275JR 0.08 20.0F535 4 FL200x10 175 S275JR 0.08 11.0F536 16 FL100x10 130 S275JR 0.03 16.3F537 4 FL150x10 195 S275JR 0.07 9.2

0.26 317.8

LOT QTY

F529 60F530 5F531 107F532 6F533 4F534 7F535 4F536 16F537 4

Index Date Description AuthorGeneral Notes1. All holes 22Ø U.N.O.2. This drawing must not be scaled.

[MS] -ST Date

Example project

160 104As Marked

30 106

128 8

136

3056

24

110

102

82 - 18ø

60 No. FL110x10 - Mkd F529

35 280 35

350

5010

050

200

5 No. FL200x10 - Mkd F530

30 70 30

130

5056

24

130

2 - 18ø2 - 18ø

107 No. FL130x10 - Mkd F531

60 70 60

190

3090

30

150

6 No. FL150x10 - Mkd F532

40 70 70 40

220

3090

30

150

4 No. FL150x8 - Mkd F533

61 44 95

200

6955

59

182

7 No. FL200x10 - Mkd F534

59 23 118

200

5966

49

175

4 No. FL200x10 - Mkd F535

130

100

16 No. FL100x10 - Mkd F536

42 70 83

195

3090

30

150

4 No. FL150x10 - Mkd F537


C5 1 Values for ONE assembly:

M14 1 UB406x178x54 6,672 S275JR 10.01 361.3F33 1 FL250x20 450 S275JR 0.25 17.7F36 2 FL80x15 379 S275JR 0.07 3.5F26 2 PLT10x174 199 S275JR 0.06 2.1F23 1 FL130x10 163 S275JR 0.05 1.7F16 2 FL120x10 148 S275JR 0.04 1.4F22 1 FL100x10 130 S275JR 0.03 1.0F17 2 FL80x10 80 S275JR 0.02 0.5



6672

430 140 6102

403

Zinc Phosphate Primer

F36

F26F26

F16

F17

F16F23F22

4 - 22ø

6672

87 100 100 180 100 100 600587

53

2x F36

F26

2 - 22ø

F26

2 - 22ø

F16

2x F17

F16

F23

F22

4 - 14ø12 - 22ø

F33

4 - 22ø

2x F36

F23

F22

22

F26

F16

4 - 14ø

2x F17

2 - 18ø

F16

4 - 14ø

A

A

B

B

C

C

Section A - A

Section B - B

Section C - C

1 No. UB406x178x54 - S275JR - Mkd C5

911 64 46 64 4798 64 46 64 616

5050

2262

6434

2

33 33

87 5363

173

5690

256

33 33

106

106

25 50 25

A3


Example Project

ST 2013 NTS 0000 EX - 01


R1 4 Values for ONE assembly:

M500 1 UB305x165x40 7,458 S275JR 9.36 298.6F500 1 UB305x165x40 1,417 S275JR 1.78 28.5F519 1 FL180x15 640 S275JR 0.26 13.6F518 1 FL180x15 560 S275JR 0.22 11.9F501 1 UB305x165x40 459 S275JR 0.58 8.3cl500 5 KING CD23 233 Cold Rolled 0.00 1.3F508 2 FL80x10 80 S275JR 0.02 0.5



cl500

F508

cl500cl500cl500 cl500

F500

F501

cl500 cl500cl500cl500 cl500

F518

4 - 22ø

F519

6 - 22ø

F518

cl500

4 - 14ø

F501

cl500

4 - 14ø

2x F508

2 - 18ø

cl500

4 - 14ø

F500

2x F508

2 - 18ø

cl500

F500

F519

Section A - A

Section B - BSection C - C

Section D - D

4 No. UB305x165x40 - S275JR - Mkd R1

8

8

8

88

7458

53 7405

303

235 1540 1540 1540 1540 1064

0 235

1775

3315

4855

6395

7458

165

40 50 40

100

360

90

40 50 40

10

50

A

A

B

B

B

B

B

B

C

C

D

D

233

A3

80° 100°


Example Project



RL1 4 Values for ONE assembly:RL1 1 CHS88.9x3 2,308 S275JR 0.64 14.7

M1000 1 CHS88.9x3 2,308 S275JR 0.64 14.7F1000 19 RD20 892 S275JR 0.06 41.8F1002 4 FL100x10 180 S275JR 0.04 5.7


LOT QTY

4

Index Date Description AuthorGeneral Notes1. All holes 22Ø U.N.O.2. All welds continuous 6mm fillet U.N.O.3. This drawing must not be scaled.

[A] -ST DATE

Giraffe Viewing Platform

n/a RL11:10

F100

0

F1002 F1002

4 No. Mkd RL1 (Galvanised)

87 118 118 118 118 118 118 118 118 118 117 117 118 118 117 118 117 118 117 106

0 87 204

322

439

557

674

792

909

1027

1144

1262

1379

1497

1614

1732

1849

1967

2084

2201

2308

981

50 50

6012

080

160

120

50 50

6012

080

160

120

M1000 - CHS88.9x3

F100

0 - R

D20

RL1 - CHS88.9x3

F1002 - FL100x10x180 Lg

F1002 - FL100x10x180 Lg


SG7 1 Values for ONE assembly:

SG7 1 PFC200x90x30 432 S275JR 0.32 12.9M511 1 PFC200x90x30 344 S275JR 0.26 10.2F509 5 FL50x10 130 S275JR 0.02 2.6



Galv & Vent

2x F5093x F509

M511

M511

1 - 22ø

1 - 22ø

2 - 18ø

1 - 22ø

1 No. PFC200x90x30 - S275JR - Mkd SG7

114

86

9 36 190 68 72 57

459 293 77 53

14

131

131

116

R=250

250

250

3050

50

F509 - FL50x10x130 Lg

114

86

3D View

M511 - PFC200x90x30SG7 - P

FC200x90x30

F509 - FL50x10x130 Lg


Example Project


75°

6mm Weld

3D View - Steel Detailing UKsteeldetailinguk.co.uk/resources/steel-detailing-example... · ·...

Documents

Transcript of 3D View - Steel Detailing UKsteeldetailinguk.co.uk/resources/steel-detailing-example... · ·...