fin plate capacities

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Joints in Steel Construction: Simple Connections (Publication P212, 2002)

Corrigendum I , October 2002

Tying Capacity of Fin Plate Connections with Single Line of Bolts.

The values of tying capacity given in Table H.27 (pages 410 to 414) and Table H.29 (pages 420 to 424) should be amended to values that are the lesser-of the tabulated values and the shear capacity of the bolt groups. The shear capacity of the bolt group = n.P, where n is the number of bolts and P, is the shear capacity per bolt (= 91.9 kN for M20, grade 8.8 bolt from Table H.49).

The reason for (his change is that, as stated in Table H.24, the tabulated tying capacities for f in plate connections were based on the minimum values from Checks Il(i), Il(ii), 12(i) and 12(ii). None of these checks relate to the shear capacity of (he bolt group. Where there is a single line of bolts, the shear capacity of the bolt group may be less than the tabulated tying capacity.

Also, when carrying out the full design procedure (in accordance with Section 6.5) an additional check for "structural integrity" should be made for the shear capacity of the bolt group. This additional check, which may be referred to as Check 13, is: Tie force 5 n.P,.

In practice these changes will only be of significance in the unusual case when rhe tie force is greater than (he shear force on the beam.

0 2002 The Steel Constniction Institute SCI P212 (Corrigenduni I, Oct 2002)


Fin Plates

Table H.24 Explanatory notes - FIN PLATES Use of Capacity Tables

The following notes refer to the suffix numbers given at the top of the column descriptions for Tables H.27 to H.30.

The check numbers refer to those listed in Table H.26 and described in Section 6.5 Design procedures.

The capacity tables are based on the standard details given in Table H.25.

All universal beam sections which are suitable for the minimum standard fitting size and the standard notch size are shown in the tables (i.e. if T + r > 50 mm, section is not included).

SHADED PORTION OF TABLES:

Connections for beams in the shaded portion of the tables may only be used when: the supported beam span/depth ratio I 20 the gap between the supported beam end and the supporting element = 20 mm the maximum number of bolt rows = 8 (i.e. (n - l ) p = 490 mm, which does not exceed the limit of 530 mm)

SHEAR CAPACITY OF THE BEAM The value given in { } is the shear capacity of the beam, given by 0.6qfD.

SHEAR CAPACITY OF THE CONNECTION This is the critical value of the design checks for the 'supported beam side' of the connection. i.e. the minimum capacity from CHECKS 2, 3(i), 3(ii), 4(i), 4(ii) and 8.

CRITICAL DESIGN CHECK The check which gives the critical value of shear capacity. SeeTable H.26 for the description of the checks.

FITTINGS The length and type of Standard Fin Plate fittings. See Tables H.l and H.4 for details

MINIMUM SUPPORT THICKNESS This is the minimum thickness of supporting column or beam element, that is needed to carry the given SHEAR CAPACITY (Un-notched or Single Notched) of the connection. It is derived from CHECK 10.

For a symmetrical two sided connection, the minimum supportthickness would be twice the tabulated value.

MAXIMUM NOTCH LENGTH ( C + T, ) These are maximum lengths of notches for single and double notched beams that can be accommodated if the beam is to carry the tabulated corresponding SHEAR CAPACITY of the connection.

It is assumed that the beam is fully restrained against lateral torsional buckling, and the notched lengths are derived from CHECKS 5 and 6.

To provide a simple check for double notched beams, it has been assumed that the remaining web depth, 'y' (see Table H.25) is the same as the end plate length.

* Indicates that the condition from CHECK 6, i.e. d,, I D/5 is not satisfied.

TYING CAPACITY This is the critical value of the design checks for the 'supported beam' side of the connection, i.e. the minimum capacity from CHECKS 1 l(i), 1 l(ii), 12(i) andl2(ii).

In CHECK 12 the supported beam is assumed to be a double notched member.

Separate checks will have to be carried out on the supporting member. (See CHECKS 14,15 and 16).

407 Licensed copy:glasuni, Glasgow Caledonian University, 03/10/2007, Uncontrolled Copy, © SCI

Fin Plates

Table H.25

- e .I

50

FIN PLATES Standard details used in CaDacitv Tables

Top of beam - to first row

I 40 ~

n rows of . I bolts at

of bolts = 90mm

SINGLE NOTCHED BEAM

I 4;k vertical 4

pitch, 70

40

.4)

Bolts M20 grade 8.8 I

. - - ; L t 1 \ n 1

Top of beam to first row of bolts = 90mm

I

50 or 60 (See Table H.4)

See Table H.4) Top of beam to first row of bolts = 90mm

Note: For simplicity the capacity tables assume that the remaining depth of beam web, y(mm), is equal to the fin plate length, I (mm).

n rows of .. bolts at vertical pitch, 70

DOUBLE NOTCHED BEAM

Note: See Tables H.l and H.4 Standard Fittings, Marks and details for Fin Plates


Fin Plates

Table H.26 FIN PLATES

Critical Check Description List

t

I Check Number

4(ii)

Description

Capacity of bolt group

Shear capacity of fin plate

Shear and bending interaction capacity of fin plate

Shear capacity of supported beam at the connection

Shear and bending interaction capacity of supported beam at the 2"* bolt line connection

Capacity of fillet weld

Tension capacity of fin plate

Bearing capacity of fin plate

Tension capacity of supported beam web at the connection

Bearing capacity of supported beam web at the connection

Note: This table only lists the critical checks. For a full list of design checks and further information, see Section 6.5.


Fin Plates

BEAM: S275 FIN PLATE: S275

Table H.27 BOLTS: M20,8.8

FIN PLATES, ORDINARY BOLTS

Single line of bolts 120xlOmm r 100xlOmm Fin Plate

fl -

Beam Size

( 1

91 4x305~253

I2530 kN) 914x305~224

(2300 kN} 91 4x305~201

{2170 kN}

838x292~226

(2180 kN)

838x292~194

{ 1960 kN}

838x292~176

{ 1860 kN} 762x267~197

(1910 kN)

762x267~173

{ 1730 kN}

762x267~147

(1 530 kN)

762x267~134

(1 490 kN}

-

Bolt IOW! n

- 8

8

8

- 8

8

8

- 8 7

8

7

8 7

8

7

-

Un-notched or Single Notch

Fitting(41 Fin Plate

Min. Supportis1 Thickness

Max. Notch Length@'

c+t, Double Notch Tying"'

- tP

m r

10 -

10

10

- 10

10

10

- 10

10

10

10

10

10

10

10

- d e

- s355

rnm

5.8 -

5.8

5.8

- 5.8

5.8

5.8

- :riticaP Design Check

2 -

2

2

- 2

2

2

- Mark

- FC8

FC8

FC8

- FC8

FC8

FC8

- louble

rnrn

388' -

357'

339'

- Shear"' >apacity

kN

639 -

639

639

- 639

639

639

- Nidtt

rnm

120 -

120

1 20

- 120

120

120

- .engtt

e rnrn

570 -

570

570

- 570

570

570

S275

rnrn

7.5 -

7.5

7.5

- 7.5

7.5

7.5

Single

rnrn

928 -

786

686

- 861

729

640

Critical Check

11 (ii)

11 (ii)

11 (ii)

2ritica1'~' Design Check

2

2

2

2

2

2

Shear('' Capacity

kN

639

639

639

639

639

639

Zapacity

kN

1100

1100

1100

362'

330'

314'

11 (ii)

12 (ii)

12 (ii)

1100

1080

1030

- 1100

966

1050

92 1

942

824

883

773

120

120

120

120

120

120

120

120

570

500

570

500

570

500

570

500

- 1.24

7.5

7.3

7.5

7.3

7.5

7.3

7.5

7.3

-

5.8

5.7

5.8

5.7

5.8

5.7

5.8

5.7

-

780

780

743

772

600 600

502

502

-

350

31 8'

321

291'

287 261

280 254'

-

639

542

639

542

639

542

639

542

2

2

2

2

2

2

2

2

les sec

639

542

639

542

639

542

639

542

2

2

2 2

2

2

2

2

FC8

FC7

FC8

FC7

FC8

FC7

FC8

FC7

11 (ii)

11 (ii)

12 (ii)

12 (ii)

12 (ii)

12 (ii)

12 (ii)

12 (ii)

- Ixplanatory notes in 7 -or guidance on the use of tE


Fin Plates

BEAM: S275 FIN PLATE: S275 BOLTS: M20,8.8 Table H.27 Continued


Single line of bolts 120xlOmm or 100xlOmm Fin Plate -

Bolt lows

n

- 8 7 6

8 7 6

8 7

6

8 7 6

- 7

6

7

6

7

6

- 7 6

7 6

7 6

7 6

-


Fitting(4) Fin Plate

Min. Support'" Thickness

Max. Notch Length@'

c+t, Tying"' Double Notch

- s355

mm


2

2 2

-

2 2 2

2 2

2

2 2 2

- Mark

- louble

mm

- Vidth

mm

- tP

nm

10 10 10

-

10 10 10

10 10 10

10 10 10

- 10 10

10

10

10 10

- 10 10

10 10

10 10

10 10

-

- engtt

e mm

- S275

mm

- Single

mm

Critical Check Zapacity

kN

Shear'2) ;apacity

kN

2riticaP Design Check

2 2 2

2 2 2

2 2 2

2 2 2

Shear'*) Zapacity

kN

639 542 445

639 542 445

639 542 445

639 542 445

Beam Size

{ I (') 686x254~170

{ 1600 kN)

686x254~152

{ 1440 kN}

686x254~140

{ 1350 kN)

686x254~125

{ 1260 kN}

610x305~238

{ 1860 kN)

610x305~179

{ 1 390 kN}

610x305~149

I1150 kN)

639 542 445

639 542 445

639 542 445

639 542 445

1 20 120 120

120 120 120

120 120 120

120 120 1 20

570

500 430

570 500

430

570 500

430

570 500

430

FC8

FC7 FC6

FC8 FC7 FC6

FC8 FC7 FC6

FC8 FC7 FC6

7.5 7.3 7.0

7.5 7.3 7.0

7.5 7.3 7.0

7.5 7.3 7.0

5.8 5.7 5.4

5.8 5.7 5.4

5.8 5.7 5.4

5.8 5.7 5.4

624

703 703

559 659 698

51 7 61 0 663

474

559 568

326 296' 266'

296 269 242*

278 253 228'

263 238 21 5'

12 (ii)

12 (ii) 12 (ii)

12 (ii) 12 (ii) 12 (ii)

12 (ii) 12 (ii) 12 (ii)

12 (ii) 12 (ii) 12 (ii)

11 (ii) 11 (ii)

12 (ii) 12 (ii)

12 (ii) 12 (ii)

12 (ii) 12 (ii)

12 (ii) 12 (ii)

12 (ii) 12 (ii)

12 (ii) 12 (ii)

-

-

-

1070

934 800

972 850 729

91 3 799 684

861 753 646

966 828

908 778

760 651

844 723

766 657

71 5 61 3

676 580

542

445

542 445

542 445

542 445

542 445

542 445

100 100

100 100

100 100

- 100 100

100 100

100 100

100 100

500 430

500 430

500

430

- 500 430

500

430

500 430

500 430

FA7

FA6

FA7

FA6

FA7

FA6

- FA7 FA6

FA7 FA6

FA7 FA6

FA7 FA6

7.3 7.0

7.3 7.0

7.3 7.0

- 7.3 7.0

7.3 7.0

7.6 7.4

7.6 7.4

5.7

5.4

5.7 5.4

5.7 5.4

- 5.7 5.4

5.7 5.4

5.9 5.7

5.9 5.7

646 646

589 630

483 588

- 521 627

465 567

406 489

387 467

375 338'

287 259'

24 1 21 7'

- 267 240'

243 21 8'

204 193'

195 1 a4*

2

2

2 2

2 2

2 2

2 2

2 2

2 2

610x229~140

11 290 kN)

61 0x229~125

I l l 6 0 kN}

61 0x229~113

{1070 kN)

610x229~101 (1 040 kN)

542 445

542 445

568 47 1

568 471

542 445

542 445

568 47 1

568 47 1

:or guidance on the use of tables see Explanatory notes in Table H.24

41 1 Licensed copy:glasuni, Glasgow Caledonian University, 03/10/2007, Uncontrolled Copy, © SCI

Fin Plates

Table H.27 Continued

BEAM: S275 FIN PLATE: S275 BOLTS: M20.8.1


Single line of bolts 120x10mm or 100x10mm Fin Plate -

Bolt IOW!

n

- 6

5

6

5

6

5

6

5

6

5

- 5 4

5

4

5

4

5

4

5

4

-


Fitting(4J Fin Plate

Min. Support'*) Thickness

Max. Notch Length@)

ctt1 Tying'" Double Notch

- s355

mm

5.7

5.4

-

5.7

5.4

5.7

5.4

5.7

5.4

5.5

5.2

- 5.4

5.0

5.4

5.0

5.4

5.0

4.9

4.5

4.6

4.3

-

- hubli

mm

220

194'

-

201

177'

180

165'

167

160'

162

155'

- 174

152'

161 140'

155

1 38'

155

138'

155

138'

-

- Shear"' 2apaciO

kN

471

374

-

471

374

471

374

471

374

452

359

- 374

279

374

279

371

277

337

25 1

31 8

237

- Nidtt

mm

100

100

-

100

100

100

100

100

100

100

100

- 100

100

100

100

100

100

100

100

100

100

- tP

mrr

10

10

-

10

10

10

10

10

10

10

10

- 10

10

10

10

10

10

10

10

10

10

- )le

- .engt

e mm

430

360

-

430

360

430

360

430

360

430

360

- 360

290

360

290

360

290

360

290

360

290

- 1.24

S275

mm

7.4

7.0

-

7.4

7.0

7.4

7.0

7.4

7.0

7.1

6.7

- 7.0

6.5

7.0

6.5

6.9

6.4

6.3

5.8

6.0

5.5

-

Critical Check

:riticaP Design Check

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

es see

Shear'" Capacity

kN

471

374

471

374

471

374

471

374

452

359

374

279

374

279

371

277

337

251

31 8

237

ixplan:


2

2

-

2

2

2

2

2

2

2

2

- 2

2

2

2

2

2

2

2

2

2

Single

mm

443

555

-

397

499

366

460

349

439

334

421

:apacio

kN

Beam Size

1. 1

533x210~122

(1100 kN}

533x21 0x1 09

(995 kN)

533x210~101

I922 kN)

533x210~92

(888 kN}

533x21 0x82

(837 kN)

457x191~98

I847 kN)

457x1 91 x89

(774 kN}

457x191~82

(751 kN)

457x191~74

I679 kN}

457x1 91 x67

(636 kN)

Mark

- FA6

FA5

FA6

FA5

FA6

FA5

FA6

FA5

FA6

FA5

- FA5

FA4

FA5 FA4

FA5

FA4

FA5 FA4

FA5 FA4

690

575

640

534

596

497

558

465

530

442

11 (ii) 11 (ii)

12 (ii) 12 (ii)

12 (ii)

12 (ii)

12 (ii)

12 (ii)

12 (ii) 12 (ii)

360 477

327

437

31 7

424

31 3

420

306

41 0

-

524

420

483

386

455

364

414

331

391

31 3

-

12 (ii) 12 (ii)

12 (ii)

12 (ii)

12 (ii) 12 (ii)

12 (ii)

12 (ii)

12 (ii)

12 (ii)

ry notes; For guidance on the use of t:

4 12 Licensed copy:glasuni, Glasgow Caledonian University, 03/10/2007, Uncontrolled Copy, © SCI

Fin Plates


Table H.27 Continued BOLTS: M20,8.8


Single line of bolts 120x1 Ornrn or 100x1 Omrn Fin 'late

Min. Suppod'' Thickness

-

Bolt Row

n

- 5 4

5 4

5 4

5 4

5 4

- 4

4

4

4

- 4

4

- 3

3

3

3

- 3

3

-



Max. Notch Length'')

c+t, Double Notch Tying")

- Mark

- FA5

FA4

FA5 FA4

FA5

FA4

FA5 FA4

FA5

FA4

- s355

rnm

5.4

5.0

-

5.2

4.8

4.9

4.5

4.4

4.1

4.1

3.8

- 2riticaP Design Check

- Widtt

mm

- b

rnn

10

10

-

10

10

10

10

10

10

10

10

- 10

10

10

10

- 10

10

- 10

10

10

10

- 10

10

- )le

- -engt

e mm

360

290

-

360

290

360

290

360

290

360

290

- S275

mm

7.0

6.5

-

6.7

6.2

6.3

5.8

5.7

5.3

5.3

4.9

Shear", 2apaciQ

kN

Single

mrn

322

43 1

-

301

404

305

409

30 1

403

289

357

)oublf

rnm

161

140*

-

142

133'

155

138'

155

138'

155

138'

- 138

138

138

138

2apacip

kN

483

386

-

442

353

414

331

373

298

350 280

- 350

324

291

283

Critical Check

- 12 (ii)

12 (ii)

12 (ii)

12 (ii)

12 (ii)

12 (ii)

12 (ii) 12 (ii)

12 (ii) 12 (ii)

12 (ii)

12 (ii)

12 (ii)

-

12 (ii)


Shear'" Capacit)

kN

Beam Size

( 1 ("

374

279

359

268

337 25 1

303

226

284

21 2

- 265

246

221

21 5

2

2

2

2

2

2

2

2

2

2

100

100

100

100

100

100

100

100

100

100

457x1 52x82

(778 kN)

457x152~74

(705 kN)

457x152~67

(680 kN)

457x1 52x60

(608 kN}

457x1 52x52

(564 kN)

406x178~74

(647 kN)

406x1 78x67

(594 kN)

406x178~60

(530 kN)

406x1 78x54

406x140~46

406x1 40x39

(420 kN)

356~171x67

(546 kN} 356x1 71 x57

(478 kN)

356x171~51

(433 kN)

356x1 71 x45

(406 kN)

356x127~39 (385 kN}

356x127~33

(346 kN}

(512 kN)

(452 kN)

2

2

2

2

2

2

2

2

2

2

2

2

2

2

374

279

359

268

337

251

303

226

284

212

265

246

221

215

190

179

2

2

2

2

- 2

2

100

100

100

100

- 100

100

290

290

290

290

- 290

290

FA4

FA4

FA4

FA4

- FA4

FA4

- FA3

FA3

FA3

FA3

6.2

5.7

5.1

5.0

- 4.4

4.2

- 5.2

4.7

4.3

4.0

4.8

4.4

4.0

3.9

- 3.4

3.2

- 4.1

3.6

3.3

3.1

336

329

325

31 4

190

179

31 1

275

- 373

364

357

345

138

138

- 118*

118'

118'

118'

250

236

- 251

P 224

204

193

12 (ii)

12 (ii)

- 12 (ii)

12 (ii)

12 (ii)

12 (ii)

12 (ii)

12 (ii)

-

171

153

139

132

- 124

113

-

100

100

100

100

220

220

220

220

2

2

2

2

2

2

es see

171

1 53

139

1 32

124

113

xplana

2

2

2

2

- 2

2

100

100

220

220

- .24

FA3

FA3

3.8

3.5

2.9

2.7

340

294

118.

118'

182

166

ry notes Ki For guidance on the use of t i


Fin Plates

Max. Notch Length'"

c+t,


rable H.27 Continued BOLTS: M20,8.8

Tying"'

Mark

FA3

FA3

FA3

FA3

FA3

FA3

FA3

FA3

FA3

FA2

FA2

FA2

FA2

FA2

FA2

S275

mm

4.6

3.9

3.5

5.2

4.6

4.1

3.8

3.5

3.3

3.4

3.0

2.8

3.0

2.8

2.7

jingle Double

mm mm

265 118

260 118

254 118

251 118

245 118

241 118

251 118

241 118

229 118

270 98'

266 98'

261 98'

270 98'

267 98'

264 98'

Capacity

kN

218

185

166

248

221

196

182

166

160

132

116

110

116

110

105

Double

Shear'" Capacity

kN

149

126

113

169

151

134

124

113

109

76

66

63

66

63

60

Notch

Criti~al'~' Design Check

2

2

2

2

2

2

2

2

2

0

2

2

2

2

2

Fin

nm

10

10

10

10

10

10

10

10

10

10

10

10

10

10

10

ble

Plate

Lengtt

mm

220

220

220

220

220

220

220

220

220

150

150

150

150

150

150

H.24

305x165~54

(405 kN} 305x165~46

(339 kN) 305x165~40

(300 kN} 305~127x48

(462 kN) 305x127~42

(406 kN) 305x127~37

/357 kN)

3

3

3

3

3

3

305x102~33

I341 kN) 305~102~2a

(306 kN)

305x102~25

I292 kN)

254x146~43

(308 kN)

254x146~37

(266 kN} 254x146~31

(249 kN} 254~102~2a

{271 kN)

254x102~25

(255 kN}

254x102~22

{239 kN)

3

3

3

2

2

2

2

2

2


Single line of bolts 120xlOmm or 100xlOmm Fin Plate


Min. Suppo~t'~) I Thickness - 5355

mm


2 -

2

2

- Yidth

mm

100 -

100

100

- 100

100

100

Critical Check Shear")

Capacity kN

149

126

113

Beam Size

3.5

3.0

2.7

- 4.0

3.6

3.2

- 2.9

2.7

2.6

12 (ii)

12 (ii)

12 (ii)

12 (ii)

12 (ii)

12 (ii)

12 (ii)

12 (ii)

12 (ii)

-

169

151

134

124

113

109

100

100

100

0

2

2

- 2

2

2

100

100

100

2.6

2.3

2.2

12 (ii)

12 (ii)

12 (ii)

76

66

63

66

63

60

100

100

100

2.3

2.2

2.1

-

12 (ii)

12 (ii)

12 (ii)

- - For guidance on the use of tables se!

414


Fin Plates I BEAM: S275 1

FIN PLATE: S275 rable H.28 BOLTS: M20,8.8


Double line of bolts 180xlOmm or 150xlOmm Fin Plate

Double Notch Fittingl4) Fin Plate Tying'"

Max. Notch Length'"

c+t,

Min. Suppod5) Thickness


Bolt 3owr

n

- 8

8

8

- 8

8

8

- 8 7

8

7

8

7

8

7

-

Shear"' :apacit)

kN

762 -

762

762

>riticaP Design Check

3 (ii)

3 (ii)

3 (ii)

-

.engtt

e mm

Critical Check

- 11 (i)

11 (i)

11 (i)

2riticaP) Design Check

3 (ii)

3 (ii)

3 (ii)

Shear"' Zapacity

kN

762

762

762

Nidth

mm

Mark S275

mm

Single

mm

Zapacit)

kN

Beam Size

( 1 ''I 914x305~253

(2530 kN) 914x305~224

(2300 kN} 914x305~201

(21 70 kN)

535.5

mm

3ouble

mm

b

mrr

10 -

10

10

- 10

10

10

- 10

10

10

10

10

10

10

10

-

180

180

180

570

570

570

FD8

FD8

FD8

9.0

9.0

9.0

7.0

7.0

7.0

928

786

686

326'

299*

284'

1300

1300

1300

762

762

762

- 762

665

762

665

762

665

762

665

-

3 (ii)

3 (ii)

3 (ii)

3 (ii) 3 (ii)

3 (ii) 3 (ii)

3 (ii) 3 (ii)

3 (ii) 3 (ii)

-

-

180

180

180

- 180

180

180

180

180

180

180

180

570

570

570

- 570

500

570

500

570

500

570

500

FD8

FD8

FD8

- FD8 FD7

FD8

FD7

FD8 FD7

FD8

FD7

9.0

9.0

9.0

- 9.0

9.0

9.0

9.0

9.0

9.0

9.0

9.0

7.0

7.0

7.0

- 7.0

6.9

7.0

6.9

7.0

6.9

7.0

6.9

861

729

640

- 699

780

623 71 4

540

600

502

502

303'

277'

264'

- 294

259'

269

237*

220

196'

203

182'

1300

1300

1300

- 1300 1140

1300

1140

1300 1140

1300

1140

11 (i)

11 (i)

11 (i)

11 (i) 11 (i)

11 (i) 11 (i)

11 (i)

11 (i)

11 (i) 11 (i)

-

838x292~226 (2180 kN}

838x292~194

(1 960 kN}

838x292~176

(1 860 kN) 762x267~197

(1910 kN}

762x267~173

(1 730 kN)

762x267~147

{1530 kN)

762x267~134

(1 490 kN}

3 (ii)

3 (ii)

3 (ii)

3 (ii) 3 (ii)

3 (ii) 3 (ii)

3 (ii) 3 (ii)

3 (ii) 3 (ii)

es see

762

762

762

762

665

762

665

762

665

762

665

- :or guidance on the use oft; ixplanatory notes in Table 1.24

415


Fin Plates




Double line of bolts 180xlOmm or 150x1 Omm Fin Plate -

Bolt 3ow:

n

- 8 7 6

8 7 6

8 7 6

8 7 6

- 7 6

7 6

7 6

7 6

7 6

7 6

7 6

-

Beam Size

( 1 ("


Fitting(41 Fin Plate

Min. Supp~rt'~' Thickness

Max. Notch Length'"

c+t, Tying(') Double Notch

- s355

mm

7.0 6.9 6.9

-

7.0 6.9 6.9

7.0 6.9 6.9

7.0 6.9 6.9

- 6.9 6.9

6.9 6.9

6.9 6.9

- 6.9 6.9

6.9 6.9

7.0 6.9

7.0 6.8

-

- louble

mm

- Nidth

mm

180 180 180

-

180 180 180

180 180 180

180 180 180

- 150 150

150 150

150 150

- 150 150

150 150

150 150

150 150

-

- b

nm

10 10 10

-

10 10 10

10 10 10

10 10 10

- 10 10

10 10

10 10

- 10 10

10 10

10 10

10 10

-

- .engtl

e mm

570 500 430

-

570 500 430

570 500 430

570 500 430

- 500 430

500 430

500 430

- 500 430

500 430

500 430

500 430

-

Shear'" >apacit)

kN

Shear") >apacity

kN

;riticaP Design Check

Critical Check

1 1 (i) 1 1 (i) 1 1 (i)

1 1 (i) 1 1 (i) 1 1 (i)

12 (i) 12 (i) 12 (i)

12 (i) 12 (i) 12 (i)


Mark S275

mm

Single

mm

:apacit

kN

i86~254~170 { 1600 kN)

i86~254~152 { 1440 kN)

i86~254~140 { 1350 kN)

i86~254~125 (1 260 kN)

762 665 568

762 665 568

762 665 568

762 665 568

3 (ii) 3 (ii) 3 (ii)

3 (ii) 3 (ii) 3 (ii)

3 (ii) 3 (ii) 3 (ii)

3 (ii) 3 (ii) 3 (ii)

762 665 568

762 665 568

762 665 568

762 665 568

3 (ii) 3 (ii) 3 (ii)

3 (ii) 3 (ii) 3 (ii)

3 (ii) 3 (ii) 3 (ii)

3 (ii) 3 (ii) 3 (ii)

FD8 FD7 FD6

FD8 FD7 FD6

FD8 FD7 FD6

FD8 FD7 FD6

9.0 9.0 8.9

9.0 9.0 8.9

9.0 9.0 8.9

9.0 9.0 8.9

524 600 703

469 537 629

434 497 582

397 455 534

- 646 646

480 563

394 461

- 424 497

379 444

344 401

328 383

273 241 209'

238 21 2 18V

20 1 179 158'

164 147 131'

1300 1140 983

1300 1140 983

1290 1140 979

1220 1070 924

665 568

665 568

665 568

- 665 568

665 568

671 574

671 574

665 568

665 568

665 568

- 665 568

665 568

671 572

667 561

3 (ii) 3 (ii)

3 (ii) 3 (ii)

3 (ii) 3 (ii)

3 (ii) 3 (ii)

3 (ii) 3 (ii)

3 (ii) 4 (ii)

4 (ii) 4 (ii)

-

FB7 FB6

FB7 FB6

FB7 FB6

- FB7 FB6

FB7 FB6

FB7 FB6

FB7 FB6

9.0 8.9

9.0 8.9

9.0 8.9

- 9.0 8.9

9.0 8.9

9.0 9.0

9.0 8.8

305 265'

234 203'

152 135'

- 208 183'

157 139'

109 1 oo*

100 100'

1140 983

1140 983

1080 932

- 1140 983

1090 940

1020 877

999 860

ilOx305~238 { 1860 kN)

ilOx305~179 { 1390 kN)

ilOx305~149 (1150 kN)

ilOx229~140 { 1290 kN)

ilOx229~125 { 1 160 kN)

ilOx229~113 { 1070 kN)

ilOx229~101 { 1040 kN)

3 (ii) 3 (ii)

3 (ii) 3 (ii)

3 (ii) 3 (ii)

3 (ii) 3 (ii)

3 (ii) 3 (ii)

3 (ii) 3 (ii)

3 (ii) 3 (ii)

1 1 (i) 1 1 (i)

1 1 (i) 1 1 (i)

12 (i) 12 (i)

1 1 (i) 1 1 (i)

12 (i) 12 (i)

12 (i) 12 (i)

12 (i) 12 (i)

For guidance on the use of tables see

416

ixplanatory notes in Table H.24


Fin Plates

BEAM: S275 FIN PLATE: S275 BOLTS: M20,8.8 Table H.28 Continued


Double line of bolts 180x1 Omm or 150x1 Omm Fin Plate -

Bolt lows

n

- 6

5

6

5

6

5

6

5

6

5

- 5

4

5

4

5

4

5

4

5

4

-


Fittingl4) Fin Plate


Max. Notch Length'"

c+t, Tying") Double Notch

- s355

mm

7.0

6.9

-

7.0

6.9

6.7

6.5

6.5

6.3

6.2

6.0

- 6.9

6.5

6.3

6.0

6.2

5.9

5.6

5.3

5.3

5.0

-

- :ritica~(~ Design Check

- Iouble

mm

- Mark

- Nidth

mm

150

150

-

150

150

150

150

150

150

150

150

- 150

150

150

150

150

150

150

150

150

150

-

- tp

nm

10

10

-

10

10

10

10

10

10

10

10

- 10

10

10

10

10

10

10

10

10

10

-

- .engtl

e mm

430

360

-

430

360

430

360

430

360

430

360

- 360

290

360

290

360

290

360

290

360

290

-

- S275

mm

- Single

mm

Critical Check

Shear") Capacity

kN

Shear'" >apacity

kN

~r i t icaP Design Check

Beam Size

I 1 ( I '

Capacity

kN

533x210~122

(1100 kN}

533x210~109

I995 kN}

533x210~101

I922 kN}

533x210~92 {888 kN}

533x210~82

I837 kN}

574

476

574

476

574

476

574

476

574

476

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

574

476

574

476

556

450

540

437

51 3

41 5

3 (ii)

3 (ii)

3 (ii)

3 (ii)

4 (ii)

4 (ii)

4 (ii)

4 (ii)

4 (ii)

4 (ii)

FB6

FB5

FB6

FB5

FB6

FB5

FB6 FB5

FB6

FB5

9.0

8.9

9.0

8.9

8.7

8.4

8.5 8.2

8.0

7.8

364

438

326

392

300

362

286

345

258

31 7

- 283

357

257

324

246

31 1

205

279

165

269

164

141*

121

106'

100

100'

100

100'

100

100'

- 100

100'

100

1 oo*

100

100'

100

100'

100

100'

983

825

91 6

769

853

71 6

828

694

787

660

755

61 0

696

562

68 1

550

61 9

500

584

472

11 (i)

11 (i)

12 (i)

12 (i)

12 (i)

12 (i)

12 (i)

12 (i)

12 (i)

12 (i)

12 (i)

12 (i)

12 (i)

12 (i)

12 (i)

12 (i)

12 (i)

12 (i)

12 (i)

12 (i)

457x191~98

{847 kN}

457x191~89

I774 kN}

457x191~82

{751 kN}

457x191~74

(679 kN}

457x1 91 x67

I636 kN}

476

378

476

378

476

378

476

378

476

362

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

2

- es sec

475

361

437

333

428

325

389

296

367

279

4 (ii)

4 (ii)

4 (ii)

4 (ii)

4 (ii)

4 (ii)

4 (ii)

4 (ii)

4 (ii)

4 (ii)

FB5

FB4

FB5

FB4

FB5

FB4

FB5

FB4

FB5

FB4

8.9

8.4

8.2

7.7

8.0

7.6

7.3

6.9

6.9

6.5

ixplanatory notes in Table H.24 :or guidance on the use of 1:


Fin Plates





Bolt lows

n

- 5 4

5

4

5 4

5 4

5 4

- 4

4

4

4

- 4

4

- 3

3

3

3

- 3

3

-


Fitting'41 Fin Plate


Max. Notch Length@)

c+t, Tying(') Double Notch

- 5355

mm

- lp

nn

10

10

-

10

10

10

10

10

10

10

10

- 10

10

10

10

- 10

10

- 10

10

10

10

- 10

10

)I€ -

Shear'" >apacity

kN

Shear") ;apacity

kN

3ritica1'~' Design Check

engtt

e mm

Critical Check

~ r i t i c a ~ ' ~ Design Check

Width

mm

Mark 5275

mm

Single

mm

Iouble

mm

2apacity

kN

4 (ii) 4 (ii)

4 (ii) 4 (ii)

4 (ii) 4 (ii)

4 (ii)

4 (ii)

4 (ii) 4 (ii)

150

150

150

150

150

150

150

150

150

150

360

290

360

290

360

290

360

290

360

290

FB5

FB4

FB5

FB4

FB5

FB4

FB5

FB4

FB5 FB4

8.2

7.7

7.5

7.1

7.3

6.9

6.5

6.2

6.1

5.8

6.3

6.0

5.8

5.5

5.6

5.3

5.1

4.8

4.8

4.5

253

31 9

223

287

200

272

161

265

153

255

100

100'

100

1 oo*

100

100'

100

100'

100

100'

696

562

636

514

61 9

500

557

450

523

422

12 (i)

12 (i)

12 (i)

12 (i)

12 (i)

12 (i)

12 (i)

12 (i)

12 (i) 12 (i)

457x152~82

(778 kN)

457x152~74

I705 kN)

457x152~67

(680 kN)

457x152~60

(608 kN)

457x152~52

(564 kN)

406x1 78x74

(647 kN)

406x1 78x67

(594 kN)

406x1 78x60

(530 kN) 406x1 78x54

(51 2 kN)

406x140~46

(452 kN)

406x1 40x39

(420 kN)

356x1 71 x67

(546 kN) 356x1 71 x57

(478 kN} 356x1 71 x51

(433 kN} 356x1 71 x45

(406 kN)

356x127~39

(385 kN) 356x127~33

(346 kN}

476

378

476

378

476

378

456

345

426

323

378

374

336

328

289

272

3 (ii) 3 (ii)

3 (ii) 3 (ii)

3 (ii) 3 (ii)

4 (ii)

2

4 (ii) 2

3 (ii)

2

2

2

2

2

437

333

400

304

389

296

350

266

329

250

312

289

260

253

224

21 0

202

180

1 64

155

146

133

150

150

150

150

- 150

150

- 150

150

150

150

- 150

150

290

290

290

290

- 290

290

- 220

220

220

220

- 220

220

- .24

7.3

6.7

6.0

5.9

- 5.2

4.9

- 6.2

5.5

5.0

4.8

- 4.5

4.1

-

5.6

5.2

4.7

4.6

- 4.0

3.8

- 4.8

4.3

3.9

3.7

- 3.5

3.2

-

236

21 6

214

206

- 204

194

- 258

249

244

236

- 232

223

-

100

100

100

100

- 100

100

- 100'

100'

1 oo*

100'

- 100'

1 oo* -

4 (ii)

4 (ii)

4 (ii)

4 (ii)

4 (ii)

4 (ii)

4 (ii)

4 (ii)

4 (ii)

4 (ii)

4 (ii)

4 (ii)

FB4

FB4

FB4

FB4

- FB4

FB4

- FB3

FB3

FB3

FB3

- FB3

FB3

528

489

439

428

378

356

385

343

31 3

296

280

254

12 (i)

12 (i)

12 (i)

12 (i)

12 (i)

12 (i)

12 (i)

12 (i)

12 (i)

12 (i)

12 (i)

12 (i)

251

223

204

193

182

165

2

2

2

2

2

2

les sec -

ixplanatory notes in T :or guidance on the use oft:


Fin Plates

Fin

nm

10

10

10

10

10

10

10

10

10

10

10

10

10

10

10

BEAM: S275 FIN PLATE: S275 BOLTS: M20,8.8

Plate

Lengtt $ e

mm

220

220

220

220

220

220

220

220

220

150

150

150

150

150

150


3iticali3' Design Check

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

Shear'" Capacit)

kN

175

149

133

200

177

158

146

133

129

74

65

62

65

62

59


Double line of bolts 180x1 Omm or 150xlOmm Fin late -

Bolt iows

n

- 3

3

3

- 3

3

3

- 3

3

3

- 2

2

2

- 2

2

2

-

Min. S~pport'~' Thickness

Max. Notch Length"'

c+t, Tying"' Double Notch Un-notched

or Single Notch - Critical Check

- s355

mm

4.2 -

3.5

3.2

- 4.7

4.2

3.7

- Mark

- FE3

FB3

FB3

- FE3

FE3

FB3

- Iouble

mm

100 -

100

100

- 100

100

100

- Width

mm

150 -

150

150

- 150

150

150

- 150

150

150

- 150

150

150

- 150

150

150

-

- S275

mm

5.4 -

4.5

4.1

- 6.1

5.4

4.8

- jingle

mm

181 -

178

173

- 172

167

1 64

- 172

165

157

- 21 8

212

200

- 208

200

190

-

Sheari2) 2apacity

kN

21 8

185

165


4 (ii)

4 (ii)

4 (ii)

4 (ii)

4 (ii)

4 (ii)

:apacity

kN

335

284

254

381

339

301

Beam Size

( 1 ('I 305x165~54

(405 kN)

305x165~46

(339 kN} 305x1 65x40

(300 kN)

12 (i)

12 (i)

12 (i)

12 (i)

12 (i)

12 (i)

12 (i)

12 (i)

12 (i)

-

-

248

220

196

305x1 27x48

(462 kN) 305x1 27x42

(406 kN) 305x127~37

(357 kN}

305x102~33

I341 kN}

305x102~28

(306 kN} 305x1 02x25

(292 kN}

254x146~43

(308 kN) 254x146~37

{266 kN} 254x146~31

(249 kN} 254x1 02x28

(271 kN}

254x1 02x25

(255 kN)

254x1 02x22

I239 kN}

FE3

FE3

FE3

4.5

4.1

3.9

3.5

3.2

3.1

100

100

100

280

254

246

4 (ii)

4 (ii)

4 (ii)

4 (ii)

4 (ii)

4 (ii)

4 (ii)

4 (ii)

4 (ii)

182

165

160

108

94

90

94

90

85

FE2

FE2

FB2

- FE2

FE2

FE2

3.3

2.9

2.8

- 2.9

2.8

2.6

2.6

2.3

2.2

- 2.3

2.2

2.0

100'

100'

100'

- 1 oo*

100'

100'

12 (i)

12 (i)

12 (i)

12 (i)

12 (i)

-

12 (i)

-

21 0

184

175

184

175

166

For guidance on the use of tables see Explanatory notes in Table H.24

419


Fin Plates

Fin

mm

10

10

10

10

10

10

10 10

10 10

10 10

10 10

)le


Table H.29 BOLTS: M20,8.(

Plate

Lengtl

rnm

570

570

570

570

570

570

570 500

570 500

570 500

570 500

H.24


Single line of bolts 120x1 Omm r 100x1 Omm Fin Plate -

Bolt 3ow:

n

- 8

8

8

- 8

8

8

- 8 7

8 7

8 7

8 7

-


Min. Support'5) Thickness

Max. Notch Length")

c+t, Double Notch Tying'"

- :riticaV Design Check

- s355

mm

5.8 -

5.8

5.8

- Ioubls

mm

- Shear") :apacit)

kN

- Nidtb

mm

120 -

120

120

Mark

- FC8

FC8

FC8

S275

mm

7.5 -

7.5

7.5

Single

mm

685 -

543

474

Capacit)

kN

Critical Check

Beam Size

( 1 ("

Shear") Capacity

kN

639

639

639

- 639

639

639

critical@ Design Check

2

2

2

639

639

639

- 639

639

639

- 639 542

639 542

639 542

639 542

2

2

2

- 2

2

2

- 2 2

2 2

2 2

2 2

-

506'

465'

441

1100

1100

1100

11 (ii)

11 (ii)

11 (ii)

11 (ii)

11 (ii)

11 (ii)

11 (ii) 11 (ii)

11 (ii) 11 (ii)

11 (ii) 11 (ii)

12 (ii) 12 (ii)

-

-

914x305~253

(3290 kN)

914x305~224

I3000 kN)

914x305~201

(2820 kN}

838x292~226

(2840 kN)

838x292~194 I2560 kN)

838x292~176 (2420 kN}

762x267~197

(2490 kN}

762x267~173

I2260 kN)

762x267~147

(2000 kN}

762x267~134

(1 920 kN)

120

120

120

FC8

FC8

FC8

7.5

7.5

7.5

5.8

5.8

5.8

644

504

443

471'

430'

409'

1100

1100

1100

1100 966

1100 966

1100 966

1060 924

120 120

120 120

120 120

120 120

FC8 FC7

FC8 FC7

FC8 FC7

FC8 FC7

-

7.5 7.3

7.5 7.3

7.5 7.3

7.5 7.3

-

5.8 5.7

5.8 5.7

5.8 5.7

5.8 5.7

-

71 5 71 5

564 564

41 6 41 6

348 348

456 41 4'

41 8 379'

374 340'

348 328'

639 542

639 542

639 542

639 542

ixplan; 1ry notes= For guidance on the use of tables set

420


Fin Plates

BeamSIze

( ) ("

BEAM: S355 PLATE: S275

BOLTS: M20,8.8

Bolt Rows

n

FIP

5355

mm

5.8 5.7 5.4

5.8 5.7 5.4

5.8 5.7 5.4

5.8 5.7 5.4

5.7 5.4

5.7 5.4

5.7 5.4


Single

mm

703 703 703

545 545 545

459 459 459

393 393 393

646 646

630 630

492 492

2apacity

kN

1100 966 828

1100 966 828

1090 955 818

1030 901 772

966 828

966 828

909 779

966 828

916 785

805 690

805 690

Tying"'

Critical Check

l l ( i i ) 11 (ii) 11 (ii)

l l ( i i ) 11 (ii)

11 (ii)

12 (ii) 12 (ii)

12(ii)

12 (ii) 12(ii) 12(ii)

l l ( i i ) l l ( i i )

11 (ii) 11 (ii)

12 (ii) 12 (ii)

11 (ii) 11 (ii)

12(ii) 12 (ii)

11 (ii) l l ( i i )

l l ( i i ) 11 (ii)

nm

10 10 10

10 10 10

10 10 10

10 10

10

10 10

10 10

10 10

10 10

10 10

10 10

Length Mark b e

mm

570 FC8 500 FC7 430 FC6

570 FC8 500 FC7 430 FC6

570 FC8 500 FC7 430 FC6

570 FC8 500 FC7 430 FC6

500 FA7 430 FA6

500 FA7 430 FA6

500 FA7 430 FA6

500 FA7 430 FA6

500 FA7 430 FA6

500 FA7 430 FA6

Criti~al'~) Design Check

Shear"' Capacity

kN

686x254~170

(2080 kN) 8 7

2 2 2

2 2 2

2 2 2

2 2 2

639 542 445

639 542 445

639 542

445

639 542 445

686x254~152

(1880 kN) 8 7

686x254~140

(1750 kN) 8 7

686x254~125

(1640 kN) 8 7

2 2

2 2

2 2

2

542 445

542 445

542 445

542

610x305~238

{2420kN}

61 0x305~179

(l8lOkN}

61 0x305~149

(1500 kN}

7 6

7

6

7

6

61 0x229~140

(1670 kN)

61 0x229~125

(1510kNJ

61 0x229~113

(1400 kN)

610x229~101

(1350 kN)

7

6

7

6

7 6

7

6


Single line of bolts 120x1 Omm or 100x1 Omm Fin Plate

Fittingi4' Fin Plate

Max. Notch

Thickness Double Notch Un-notched

or Single Notch - S275

mm

- louble

mm

- Width

mm

Shear"' ;apacity

kN

;ritica~(~) Design Check

639 542 445

639 542 445

639 542

445

639 542

445

2 2 2

2 2 2

2 2

2

2 2 2

120 120 120

120 120 120

120 120 120

120 120 120

7.5 7.3 7.0

7.5 7.3 7.0

7.5 7.3 7.0

7.5 7.3 7.0

424

3 8 s 347'

386 350 31 S

363 329

296'

342 31 0 280'

- 488 440'

374 337'

31 3 282'

l 6 l 6 l 6 l 6

542 445

542 445

542 445

100 100

100 100

100 100

7.3 7.0

7.3 7.0

7.3 7.0

100 100

100 100

100 100

100 100

7.3 7.0

7.3 7.0

7.6 7.4

7.6 7.4

348 31 3'

31 6 284'

281 251

274 244'

542 445

542 445

568 471

568 471

2 568 2 471

2 568 2 47 1

I I les see Explan: )ry notes in T ,le H.24 -or guidance on the use oft:

42 I


Fin Plates




Single line of bolts 120xlOmm or 100xlOmm Fin Plate -

Bolt 30wc

n

- 6

5

6

5

6

5

6

5

6

5

- 5

4

5

4

5 4

5 4

5

4

-



Min. Support'' Thickness

Max. Notch Length")

c+t, Tying") Double Notch

- 2riticaP Design Check

2

2

-

2

2

2

2

2

2

2

2

- 2

2

2

2

2

2

2

2

2

2

- S35E

mrn

5.7

5.4

-

5.7

5.4

5.7

5.4

5.7

5.4

5.5

5.2

- 5.4

5.0

5.4

5.0

5.4

5.0

4.9

4.5

4.6

4.3

-

- Iouble

mm

- Nidtb

mm

100

100

-

100

100

100

100

100

100

100

100

- 100

100

100

100

100

100

100

100

100

100

-

- tp

mm

10

10

-

10

10

10

10

10

10

10

10

- 10

10

10

10

10

10

10

10

10

10

-

- .engtt

e rnm

430

360

-

430

360

430

360

430

360

430

360

- 360

290

360

290

360

290

360

290

360

290

-

- Single

mm

555

555

-

51 7

550

476

491

409

409

359

359

- 469 477

425

473

409

470

394

394

339

339

-

- >apacit)

kN

Shear") >apacit)

kN

471

374

-

471

374

47 1

374

471

374

452

359

- 374

279

374

279

37 1

277

337

251

31 8 237

Shear'" Capacity

kN


Critical Check

Mark S275

mm

Beam Size

( 1 ('I

533x210~122

{ 1430 kN)

533x210~109

{ 1300 kN}

533x21 0x1 01

(1 200 kN}

533x210~92

(1 1 50 kN}

533x210~82

{ 1080 kN)

457x191~98

{ 1 100 kN)

457x1 91 x89

{ l O l O kN}

457x1 91 x82

(970 kN}

457x191~74

I876 kN)

457x191~67

I821 kN)

2

2

2

2

2

2

2

2

2

2

- 2

2

2

2

2

2

2

2

2

2

FA6

FA5

FA6

FA5

FA6

FA5

FA6

FA5

FA6

FA5

- FA5

FA4

FA5

FA4

FA5 FA4

FA5

FA4

FA5

FA4

7.4

7.0

7.4

7.0

7.4

7.0

7.4

7.0

7.1

6.7

- 7.0

6.5

7.0

6.5

6.9

6.4

6.3

5.8

6.0

5.5

287

253'

262

231'

244

21 5'

235 207'

232

205'

690

575

690

575

690

575

667

556

634

528

11 (ii)

11 (ii)

11 (ii) 11 (ii)

11 (ii)

11 (ii)

12 (ii)

12 (ii)

12 (ii)

12 (ii)

471

374

471

374

471

374

471

374

452

359

374

279

374

279

371

277

337 251

31 8

237

227

197'

209

182'

205 178'

205

178'

205

178'

-

575

460

575

460

545

436

495

396

468

374

-

11 (ii) 11 (ii)

11 (ii) 11 (ii)

12 (ii) 12 (ii)

12 (ii) 12 (ii)

12 (ii)

12 (ii)


422


Fin Plates


Table H.29 Continued BOLTS: M20.8.8


Single line of bolts 120xIOmm or 100x1Omm Fin Plate -

Bolt 3ow:

n

- 5 4

5 4

5 4

5 4

5 4

- 4

4

4

4

- 4

4

- 3

3

3

3

- 3

3

-


Fittingl4) Fin Plate

~~

Min. Support'') Thickness

Max. Notch Length'"

c+t1 Tying(') Double Notch

- 5355

mm

- )oubk

mm

209 182*

-

199 173'

205 178'

205 178'

205 178'

- 178

178

178

178

- 178

178

- 152'

152'

152*

152*

- 152*

152*

-

Shear"' :apacit]

kN

374 279

-

359 268

337 25 1

303 226

284 21 2

- 265

246

22 1

21 5

Critical Check

.engtt

e mm

360 290

-

360 290

360 290

360 290

360 290

- 290

290

290

290

290

290

- 220

220

220

220

- 220

220

- 1.24

;riticaf3' Design Check

2 2

2 2

2 2

2 2

2 2

2

2

2

2

Shear") Capacit)

kN

374 279

359 268

337 25 1

303 226

284 21 2

265

246

221

21 5

:ritica~'~' Design Check

2 2

2 2

2 2

2 2

2 2

2

2

2

2

Mark Single

mm

2apacity

kN

Beam Size

( 1

457x1 52x82

(1010 kN)

457x1 52x74

(91 8 kN}

457x152~67

{E78 kN}

457x152~60

(784 kN)

457x152~52

(728 kN)

406x178~74

(835 kN) 406x1 78x67

(767 kN}

406x1 78x60

(684 kN} 406x1 78x54

(660 kN) 406x1 40x46

(584 kN) 406x140~39

(543 kN) 356x171~67

(704 kN)

356x171~57

(618 kN) 356x171~51

(560 kN}

356x1 71 x45

(524 kN}

356x127~39

(497 kN}

356x127~33

I446 kN)

Width

rnm

100 100

-

100 100

100 100

100 100

100 100

- 100

100

100

100

- 100

100

- 100

100

100

100

- 100

100

43

mrr

10 10

-

10 10

10 10

10 10

10 10

- 10

10

10

10

- 10

10

- 10

10

10

10

- 10

10

- )le

5275

rnm

7.0 6.5

-

6.7 6.2

6.3 5.8

5.7 5.3

5.3 4.9

- 6.2

5.7

5.1

5.0

4.4

4.2

- 5.2

4.7

4.3

4.0

- 3.8

3.5

-

FA5 FA4

FA5 FA4

FA5 FA4

FA5 FA4

FA5 FA4

- FA4

FA4

FA4

FA4

5.4 5.0

5.2 4.8

4.9 4.5

4.4 4.1

4.1 3.8

- 4.8

4.4

4.0

3.9

41 9 476

392 466

392 392

293 293

249 249

- 423

41 9

338

320

575 460

528 422

495 396

446 356

41 8 334

41 8

387

348

339

1 1 (ii) 1 1 (ii)

12 (ii) 12 (ii)

12 (ii) 12 (ii)

12 (ii) 12 (ii)

12 (ii) 12 (ii)

12 (ii)

12 (ii)

12 (ii)

12 (ii)

12 (ii)

12 (ii)

190

179

190

179

FA4

FA4

3.4

3.2

223

192

299

282

171

153

139

132

- 124

113

-

FA3

FA3

FA3

FA3

- FA3

FA3

-

4.1

3.6

3.3

3.1

- 2.9

2.7

-

373

368

365

31 6

- 263

205

-

2

2

2

2

2

2

es see

171

153

139

132

1 24

113

ixplani

300

267

244

231

218

198

12 (ii)

12 (ii)

12 (ii)

12 (ii)

12 (ii)

12 (ii)

:or guidance on the use of ti


Fin Plates

Crit i~al '~) Design Check

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

)les see

BEAM: S355 FIN PLATE: S275 BOLTS: M20,8.8

Shear(2) Capacity

kN

149

126

113

169

151

134

1 24

113

109

76

66

63

66

63

60

Explanatory


Fin

tp

nm

10

10

10

10

10

10

10

10

10

10

10

10

10

10

10

)le

Plate

Lengtt

e mm

220

220

220

220

220

220

220

220

220

150

150

150

150

150

150

H.24


Single line of bolts 120x1 Omm r 100xlOmm Fin Plate -

Bolt low

n

- 3

3

3

- 3

3

3

- 3

3

3

- 2

2

2

- 2

2

2

-

Min. Support'" Thickness

Max. Notch Length(')

c+t, Tying'" Double Notch


- Critical Check

- s355

mm

- Mark

- Iouble

mm

- Width

mm

- S275

mm

- jingle

mm

Shear") Zapacity

kN


Beam Size

( ) (')

Zapacity

kN

149 100

100

100

- 100

100

100

- 100

100

100

FA3 4.6

3.9

3.5

- 5.2

4.6

4.1

- 3.8

3.5

3.3

3.5

3.0

2.7

- 4.0

3.6

3.2

320

31 7

268

- 32 1

316

31 1

152

152

152

- 152

152

152

12 (ii)

12 (ii)

12 (ii)

12 (ii)

12 (ii)

12 (ii)

-

305x165~54

(522 kN) 305x165~46

I438 kN) 305x165~40

I388 kN) 305x127~48

I596 kN) 305x127~42

I523 kN) 305x127~37

{460 kN)

26 1

22 1

198

297

264

234

126 FA3

113 FA3

- FA3 169

151 FA3

134 FA3

- FA3 305x102~33

I440 kN) 305x102~28

(395 kN) 305x102~25

(377 kN)

2.9

2.7

2.6

323

259

241

152

152

152

21 8

198

191

12 (ii)

12 (ii)

12 (ii)

124

113 FA3

109 FA3

254x146~43

(398 kN) 254x1 46x37

(344 kN} 254x146~31

1321 kN)

76

66

63

100

100

100

FA2

FA2

FA2

3.4

3.0

2.8

2.6

2.3

2.2

270

266

261

126'

126'

126'

158

139

132

12 (ii)

12 (ii)

12 (ii)

66 100

100

100

- , in T

FA2 3.0

2.8

2.7

-

2.3

2.2

2.1

-

270

267

264

-

126'

126'

126'

-

12 (ii)

12 (ii)

12 (ii)

-

254x1 02x28

(349 kN) 254x1 02x25

(329 kN}

254x1 02x22

(308 kN}

139

132

125

63 FA2

FA2

- 60

use oft: :or guidance on the notes


Fin Plates


Table H.30 BOLTS: M20,8.8


Double line of bolts 180x1 Omm or 150x1 Omm Fin late

Min. upp port'') Thickness

-

Bolt {owe

n

- 8

8

8

- 8

8

8

- 8 7

8

7

8

7

8

7

-


Fitting'4' Fin Plate

Max. Notch Length"'

c+t1 Tying"' Double Notch

- Critical Check

- s355

rnrn

7.0 -

7.0

7.0

- 7.0

7.0

7.0

- 7.0

6.9

7.0

6.9

7.0

6.9

7.0

6.9

-

- ;ritica1'~1 Design Check

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

-

-

- Mark

- Iouble

rnrn

- Midth

mrn

180 -

180

180

- 180

180

180

- 180

180

180

180

180

180

180

180

- 5275

rnrn

9.0 -

9.0

9.0

- 9.0

9.0

9.0

- 9.0

9.0

9.0

9.0

9.0

9.0

9.0

9.0

-

- jingle

rnrn

- tP

nrn

10 -

10

10

- 10

10

10

- 10

10

10

10

10

10

10

10

- .ength

e rnrn

570 -

570

570

- 570

570

570

- 570

500

570

500

570

500

570

500

Shear"' :apacity

kN

762 -

762

762

- 762

762

762

:ritica~'~' Design Check

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

Shear"' :apacity

kN

762

762

762

762

762

762

:apacity

kN

FD8

FD8

FD8

- FD8

FD8

FD8

685

543

474

- 644

504

443

- 715

71 5

564

564

41 6

41 6

348

348

424'

390'

370'

1300

1300

1300

11 (i)

11 (i)

11 (i)

914x305~253

I3290 kN) 914x305~224

(3000 kN)

914x305~201 (2820 kN}

838x292~226

(2840 kN)

838x292~194

I2560 kN) 838x292~176

(2420 kN}

762x267~197

(2490 kN}

762x267~173

I2260 kN)

762x267~147

(2000 kN}

762x267~134 (1 920 kN)

395'

360'

343'

- 382

337*

351

309'

314 277'

303

267'

11 (i)

11 (i)

11 (i)

11 (i) 11 (i)

11 (i)

11 (i)

11 (i)

11 (i)

11 (i)

11 (i)

-

1300

1300

1300

1300

1140

1300

1140

1300

1140

1300

1140

762

665

762

665

762

665

762

665

-

FD8

FD7

FD8

FD7

FD8

FD7

FD8

FD7

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

les see

762

665

762

665

762

665

762

665

ixplani -

iry notes in 7 ole H.24 'or guidance on the use of ti


Fin Plates




Double line of bolts 180xlOmm or 150xlOmm Fin Plate



Min. Support"' Thickness

Max. Notch Length'"

c+t, Tying"' Double Notch

Bolt low

n

8

7

6

8

7

6

8

7

6

8

7

6

- 7

6

7

6

7

6

7

6

7

6

7

6

7

6

-

Shear(') >apacio

kN

762

665

568

-

762

665

568

762

665

568

762

665

568

Width

rnrn

180

180

180

-

180

180

180

180

180

180

180

180

180

engtt

e rnrn

570

500

430

_.

570

500

430

570

500

430

570

500

430

Critical Check

Shear(') 2apacity

kN

~r i t i caP Design Check

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)


3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

Mark S275

rnrn

Single

rnrn

Ioublt

rnm

2apacity

kN

6

nn

10

10

10

-

10

10

10

10

10

10

10

10

10

10

10

10

10

10

10

- 10

10

10

10

10

10

10 10

- ,le

s355

rnrn

7.0

6.9

6.9

-

7.0

6.9

6.9

7.0

6.9

6.9

7.0

6.9

6.9

686x254~170

(2080 kN)

686x254~152

[ 1880 kN}

686x254~140

{ 1750 kN)

686x254~125 { 1640 kN}

762

665

568

762

665

568

762

665

568

762

665

568

FD8 FD7

FD6

FD8

FD7

FD6

FD8

FD7

FD6

FD8

FD7

FD6

9.0

9.0

8.9

9.0

9.0

8.9

9.0

9.0

8.9

9.0

9.0

8.9

355

31 3' 272'

324

285 247'

304

268

232'

287

253

21 9*

- 398

345'

305

264'

255 221

- 283

245'

257 223'

228

199'

21 3

186'

682

703

703

545

545

545

459

459

459

393

393

393

646

646

625

630

492

492

- 553

627

494

505

41 7

41 7

361

361

1300

1140

983

1300 1140

983

1300

1140

983

1300 1140

983

1140

983

1140

983

1140

983

1140

983

1140

983

1140

983

1140

983

11 (i)

11 (i)

11 (i)

11 (i)

11 (i)

11 (i)

11 (i)

11 (i)

11 (i)

11 (i) 11 (i) 11 (i)

11 (i)

11 (i)

11 (i)

11 (i)

11 (i) 11 (i)

61 0x305~238 (2420 kN)

610x305~179 I1810 kN}

610x305~149 { 1500 kN}

665

568

665

568

665

568

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

665

568

665

568

665

568

150

150

150

150

150

150

- 150

150

150

150

150

150

150

150

-

500

430

500

430

500

430

- 500

430

500

430

500

430

500

430

FB7

FB6

FB7

FB6

FB7

FB6

- FB7

FB6

FB7

FB6

FB7

FB6

FB7

FB6

9.0

8.9

9.0

8.9

9.0

8.9

- 9.0

8.9

9.0

8.9

9.0

9.0

9.0

9.0

6.9

6.9

6.9

6.9

6.9

6.9

- 6.9

6.9

6.9

6.9

7.0

7.0

7.0

7.0

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

61 0x229~140 { 1 670 kN)

610x229~125

{1510 kN)

610x229~113

{ 1400 kN}

61 0x229~101 [ 1350 kN)

665

568

665

568

671

574

671

574

-

11 (i) 11 (i)

11 (i)

11 (i)

11 (i)

11 (i)

11 (i)

11 (i)

665

568

665

568

671

574

67 1

574

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii) 3 (ii)

3 (ii)

3 (ii)

les sec or guidance on the use of tz xplanatory notes in T, .24

426


Fin Plates

BEAM: S355 FIN PLATE: S275 BOLTS: M20.8.8 Table H.30 Continued


Double line of bolts 180x1Omm or 150x10mm Fin Plate -

Bolt 3owc

n

- 6

5

6

5

6

5

6

5

6

5

- 5

4

5

4

5

4

5

4

5

4

-




Max. Notch Length@)

c+t, Double Notch Tying(')

- s355

mm

7.0

6.9

-

7.0

6.9

7.0

6.9

7.0

6.9

7.0

6.9

- 6.9

6.8

6.9

6.8

6.9

6.8

6.8

6.5

6.4

6.1

- Iouble

mm

235

199'

-

21 5

181'

186

160'

167

144'

141

123'

- 1 78

146'

148

125'

136

116'

100

100'

100

100'

- Nidth

mm

150

150

-

150

150

150

150

150

150

150

150

- 150

150

150

150

150

150

150

150

150

150

-

-

b

rnm

10

10

-

10

10

10

10

10

10

10

10

- 10

10

10

10

10

10

10

10

10

10

-

- .engtt

e mm

430

360

-

430

360

430

360

430

360

430

360

- 360

290

360

290

360

290

360

290

360

290

-

Shear(*) :apacit)

kN

574

476

-

574

476

574

476

574

476

574

476


3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii) 3 (ii)

3 (ii) 3 (ii)

-

Mark

- FB6

FB5

FB6

FB5

FB6

FB5

FB6

FB5

FB6

FB5

- FB5

FB4

FB5

FB4

FB5

FB4

FB5

FB4

FB5

FB4

S275

mm

9.0

8.9

-

9.0

8.9

9.0

8.9

9.0

8.9

9.0

8.9

- 8.9

8.8

8.9

8.8

8.9

8.8

8.8

8.3

8.3

7.9

Single

mm

474

555

-

424

51 1

39 1

471

370

409

340

359

- 369

465

334

421

31 8

401

286

361

264

339

:apacit)

kN

983

825

-

983

825

983

825

983

825

983

825

- 825

667

825

667

825

667

799

645

754

61 0

Critical Check

11 (i) 11 (i)

11 (i)

11 (i)

11 (i)

11 (i)

11 (i) 11 (i)

11 (i) 11 (i)

11 (i) 11 (i)

11 (i)

11 (i)

11 (i)

11 (i)

12 (i) 12 (i)

12 (i) 12 (i)

:ritica~'~) Design Check

3 (ii) 3 (ii)

3 (ii)

3 (ii)

3 (ii) 3 (ii)

3 (ii) 3 (ii)

3 (ii)

3 (ii)

Shear(') Sapacity

kN

574

476

574

476

574

476

574

476

574

476

Beam Size

( 1 ("

533x210~122

{ 1430 kN)

533x210~109

{ 1300 kN)

533x210~101

(1 200 kN}

533x21 0x92 11 150 kN}

533x21 0x82 { 1 080 kN)

457x191~98

(1 100 kN}

457x191~89

{lOlO kN}

457x191~82

(970 kN}

457x191~74

{876 kN)

457x191~67

I821 kN)

476

378

476

378

476

378

476

378

476

362

3 (ii) 3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii) 3 (ii)

3 (ii) 2

476

378

476

378

476

378

469

360

443

340

3 (ii) 3 (ii)

3 (ii) 3 (ii)

3 (ii)

3 (ii)

4 (ii)

4 (ii)

4 (ii) 4 (ii)

:or guidance on the use of ti es see ixplanatory notes in T ]le H.24

427


Fin Plates

BEAM: S355 FIN PLATE: S275 BOLTS: M20.8.8 Table H .30 Continued



Bolt 3owr

n

- 5

4

5

4

5

4

5

4

5

4

- 4

4

4

4

- 4

4

- 3

3

3

3

- 3

3

-



Min. Support(') Thickness

Max. Notch Length"'

c+t, Double Notch Tying")

- 5355

mm

6.9

6.8

-

6.9

6.7

6.8

6.5

6.1

5.8

5.7

5.5

- 6.8

6.3

5.7

5.5

- louble

mm

148

125'

-

110

100'

100

100'

100

100'

100

100'

- 102

100

100

100

-

tP

nm

10

10

-

10

10

10

10

10

10

10

10

- 10

10

10

10

- 10

10

- 10

10

10

10

- 10

10

-

Shear") :apacit)

kN

476

378

-

476

378

476

378

476

345

451

323


3 (ii)

3 (ii)

3 (ii)

4 (ii)

4 (ii)

4 (ii)

4 (ii)

4 (ii)

4 (ii)

4 (ii)

-

Nidth

mm

150

150

-

150

150

150

150

150

150

150

150

.ength

e mm

360

290

-

360

290

360

290

360

290

360

290

Mark

- FB5

FB4

FB5

FB4

FB5

FB4

FB5

FB4

FB5 FB4

5275

mm

8.9

8.8

-

8.9

8.7

8.8

8.3

7.9

7.5

7.4

7.0

- 8.8

8.2

7.3

7.1

Single

mm

329

415

-

296

373

279

352

247

293

236

249

- 305

279

276

266

:apacit)

kN

825

667

-

825

667

799

645

71 9

581

675

545

- 667

631

567

552

Critical Check

11 (i)

11 (i)

11 (i)

11 (i)

12 (i)

12 (i)

12 (i)

12 (i)

12 (i)

12 (i)

11 (i)

12 (i)

12 (i)

12 (i)


3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

3 (ii)

2

2

2

Shear"' Sapacity

kN

476

378

476

373

469

360

422

324

396

304

Beam Size

( 1 (') 457x152~82

(1010 kN)

457x152~74

(91 8 kN)

457x1 52x67

(878 kN)

457x152~60

(784 kN)

457x152~52

(728 kN)

378

374

336

328

- 289

272

- 251

223

204

193

3 (ii)

2

2

2

378

352

316

308

3 (ii)

4 (ii)

4 (ii)

4 (ii)

150

150

150

150

290

290

290

290

FB4

FB4

FB4

FB4

406x1 78x74

406x1 78x67

406x1 78x60

(835 kN)

(767 kN)

(684 kN) 406x1 78x54

(660 kN) 406x140~46

(584 kN) 406x140~39

(543 kN) 356x171~67

(704 kN)

356x171~57

(61 8 kN) 356x171~51

(560 kN) 356x171~45

1524 kN)

4 (ii)

4 (ii)

- 2

2

2

2

150

150

- 150

150

150

150

290

290

- 220

220

220

220

FB4

FB4

- FB3

FB3

FB3

FB3

6.3

5.9

- 7.7

6.8

6.2

5.9

4.9

4.6

- 5.9

5.3

4.8

4.6

- 4.3

3.9

223

192

- 333

321

31 5

304

- 263

205

100

100

- 101'

101'

101'

101*

- 101'

101'

488

459

- 497

443

405

383

- 361

328

272

256

251

223

204

193

12 (i)

12 (i)

12 (i)

12 (i)

12 (i)

12 (i)

12 (i)

12 (i)

356x127~39

(497 kN)

356x127~33

(446 kN)

182

165

182

1 65

150

150

220

220

FB3

FB3

5.6

5.1


428


Fin Plates

Critical'3' Design Check

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2



Shea+*' Capacity

kN

218

185

165

248

220

196

1 82

165

160

96

84

80

84

80

76

Single

mm

234

229

224

222

216

212

222

213

202

270

266

258

269

258

246

c+t,

Doubic

mm

101

101

101

101

101

101

101

101

101

100'

100'

100'

100'

100'

100'

Capacity Critical Check

305x165~54

(522 kN) 305x165~46

(438 kN) 305x165~40

(388 kN) 305x127~48

(596 kN) 305x127~42

(523 kN) 305x127~37

(460 kN) 305x102~33

(440 kN) 305x102~28

(395 kN) 305x102~25

1377 kN1

3

3

3

3

3

3

3

3

3

432

366

328

492

437

388

361

328

317

12 (i)

12 (i)

12 (i)

12 (i)

12 (i)

12 (i)

12(i)

12 (i)

12(i)

254x146~43

(398 kN) 254x146~37

(344 kN) 254x146~31

2

2

2


Double line of bolts 'late 180x1 Omm

I r 150xlOmm Fin

Fitting"' Fin Plate

Min. Suppod5' Thickness I Un-notched

or Single Notch Double Notch Tying"'

- ,engtl

e mm

220 -

220

220

- s355

mm

5.2 -

4.4

3.9

- ~ i c a P ' Design Check

2 -

2

2

- Mark

- FB3

FB3

FB3

- Shear'*' >apacity

kN

- Widtl

mm

150 -

150

150

- S275

mm

6.7 -

5.6

5.1

r,

nn

10 -

10

10

- 10

10

10

- 10

10

10

- 10

10

10

- 10

10

10

- )le

21 8

185

165

- 248

220

196

- 182

165

160

- 108

94

90

94

90

85

150

150

150

220

220

220

FB3

FB3

FB3

7.6

6.7

6.0

5.9

5.2

4.6

- 4.3

3.9

3.8

- 3.3

2.9

2.8

150

150

150

- 150

150

150

220

220

220

- 150

150

150

FB3

FB3

FB3

- FB2

FB2

FB2

5.6

5.1

4.9

- 4.3

3.8

3.6

2

2

2

4 (ii)

4 (ii)

4 (ii) 12 (i)

12 (i) 150

150

150

-

150

150

150

- 1.24

FB2

FB2

FB2

-

3.8

3.6

3.4

-

2.9

2.8

2.6

-

4 (ii)

4 (ii)

4 (ii)

(349 kN)

(329 kN)

254x102~22

I

429


I

Design and page make-up by The Steel Construction institute, Ascot, SL5 7QN Typeset by Richard Stainsby, 1 Linden Road, Great Ayton, TS9 6AN Printed in Europe by the Alden Group, Oxford 09-02 2000 (BCC 7710)


P212

Joints in Steel Construction: Simple Joints


fin plate capacities

Documents

aspects of steel construction

modular construction

multistorey construction

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