AISC PARTE 4

9 - 28

SIMPLE SHEAR AND PR MOMENT CONNECTIONS

Fy = 36 ksi Fu = 58 ksi

Table 9-2 (cont.). All-Bolted Double-Angle Connections

3⁄ -in. Bolts 4

Bolt and Angle Design Strength, kips

9 Rows W44, 40, 36, 33

Varies

Angle Thickness, in.

ASTM Thread Desig. Cond.

Hole Type

1⁄ 4

5⁄ 16

3⁄ 8

1⁄ 2

A325

N

—

243

286

286

286

X

—

243

304

358

358

SC

STD

188

188

188

188

OVS

160

160

160

160

SSLT

160

160

160

160

STD

243

285

285

285

OVS

228

242

242

242

SSLT

242

242

242

242

N

—

243

304

358

358

X

—

243

304

365

447

SC Class A

STD

235

235

235

235

OVS

200

200

200

200

SSLT

200

200

200

200

STD

243

304

356

356

OVS

228

285

303

303

SSLT

243

303

303

303

t

8@3 = 24

Class A

SC Class B

2 1/ 4

Lev

L eh

Lev

8@3 = 24

A490

SC Class B

Beam Web Design Strength per Inch Thickness, kips/in. Coped at Top Flange Only Hole Leh,* UnType in. coped 11⁄4 STD OVS SSLT

Coped at Both Flanges

Lev, in.

Lev, in.

13⁄8

11⁄2

15⁄8

2

3

11⁄4

13⁄8

11⁄2

15⁄8

2

3

11⁄2

705

499

502

505

508

518

544

486

493

499

506

518

544

13⁄4

705

505

509

512

515

525

551

486

493

499

506

525

551

11⁄2

705

471

474

477

481

491

517

457

463

470

476

491

517

13⁄4

705

478

481

484

487

497

523

457

463

470

476

496

523

11⁄2

705

499

502

505

508

518

544

486

493

499

506

518

544

13⁄4

705

505

509

512

515

525

551

486

493

499

506

525

551

Notes: Support Design STD = Standard holes Strength per Inch OVS = Oversized holes Thickness, kips/in. SSLT = Short-slotted holes transverse to direction of load

1409

N = Threads included X = Threads excluded SC = Slip critical

*Tabulated values include 1⁄4-in. reduction in end distance Leh to account for possible underrun in beam length.

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

SIMPLE SHEAR CONNECTIONS

9 - 29

Fy = 50 ksi Fu = 65 ksi

Table 9-2 (cont.). All-Bolted Double-Angle Connections 3⁄ -in. Bolts 4

Bolt and Angle Design Strength, kips

9 Rows W44, 40, 36, 33

Varies

Angle Thickness, in.

ASTM Thread Desig. Cond.

Hole Type

1⁄ 4

5⁄ 16

3⁄ 8

1⁄ 2

A325

N

—

272

286

286

286

X

—

272

340

358

358

SC

STD

188

188

188

188

OVS

160

160

160

160

SSLT

160

160

160

160

STD

272

285

285

285

OVS

242

242

242

242

SSLT

242

242

242

242

N

—

272

340

358

358

X

—

272

340

409

447

SC

STD

235

235

235

235

OVS

200

200

200

200

SSLT

200

200

200

200

STD

272

340

356

356

OVS

256

303

303

303

SSLT

272

303

303

303

t

8@3 = 24

Class A

SC Class B

2 1/ 4

Lev

L eh

8@3 = 24

A490

Lev

Class A

SC Class B

Beam Web Design Strength per Inch Thickness, kips/in. Coped at Top Flange Only Hole Leh,* UnType in. coped 11⁄4 STD OVS SSLT

11⁄

Coped at Both Flanges

Lev, in.

Lev, in.

13⁄8

11⁄2

15⁄8

2

3

11⁄4

13⁄8

11⁄2

15⁄8

2

3

2

790

568

572

575

579

590

619

545

552

559

567

589

619

13⁄4

790

577

581

585

588

599

628

545

552

559

567

589

628

11⁄

2

790

537

540

544

548

559

588

512

519

527

534

556

588

13⁄4

790

546

550

554

557

568

597

512

519

527

534

556

597

11⁄2

790

568

572

575

579

590

619

545

552

559

567

589

619

13⁄

790

577

581

585

588

599

628

545

552

559

567

589

628

4

Notes: Support Design STD = Standard holes Strength per Inch OVS = Oversized holes Thickness, kips/in. SSLT = Short-slotted holes transverse to direction of load

1580

N = Threads included X = Threads excluded SC = Slip critical

*Tabulated values include 1⁄4-in. reduction in end distance Leh to account for possible underrun in beam length.

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

9 - 30

SIMPLE SHEAR AND PR MOMENT CONNECTIONS

Fy = 36 ksi Fu = 58 ksi

Table 9-2 (cont.). All-Bolted Double-Angle Connections

3⁄ -in. Bolts 4

Bolt and Angle Design Strength, kips

8 Rows W44, 40, 36, 33, 30

Varies

Angle Thickness, in.

ASTM Thread Desig. Cond.

Hole Type

1⁄ 4

5⁄ 16

3⁄ 8

1⁄ 2

A325

N

—

215

254

254

254

X

—

215

269

318

318

SC

STD

167

167

167

167

OVS

142

142

142

142

SSLT

142

142

142

142

STD

215

253

253

253

OVS

202

215

215

215

SSLT

215

215

215

215

N

—

215

269

318

318

X

—

215

269

323

398

SC Class A

STD

209

209

209

209

OVS

178

178

178

178

SSLT

178

178

178

178

STD

215

269

316

316

OVS

202

253

269

269

SSLT

215

269

269

269

t

7@3 = 21

Class A

SC Class B

2 1/ 4

Lev

L eh

Lev

7@3 = 21

A490

SC Class B

Beam Web Design Strength per Inch Thickness, kips/in. Coped at Top Flange Only Hole Leh,* UnType in. coped 11⁄4 STD OVS SSLT

Coped at Both Flanges

Lev, in.

Lev, in.

13⁄8

11⁄2

15⁄8

2

3

11⁄4

13⁄8

11⁄2

15⁄8

2

3

11⁄2

626

443

446

450

453

463

489

431

437

444

450

463

489

13⁄4

626

450

453

456

460

470

496

431

437

444

450

470

496

11⁄2

626

419

422

425

429

438

464

405

411

418

424

438

464

13⁄4

626

425

429

432

435

445

471

405

411

418

424

444

471

11⁄2

626

443

446

450

453

463

489

431

437

444

450

463

489

13⁄4

626

450

453

456

460

470

496

431

437

444

450

470

496

Notes: Support Design STD = Standard holes Strength per Inch OVS = Oversized holes Thickness, kips/in. SSLT = Short-slotted holes transverse to direction of load

1253

N = Threads included X = Threads excluded SC = Slip critical

*Tabulated values include 1⁄4-in. reduction in end distance Leh to account for possible underrun in beam length.

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

SIMPLE SHEAR CONNECTIONS

9 - 31

Fy = 50 ksi Fu = 65 ksi

Table 9-2 (cont.). All-Bolted Double-Angle Connections 3⁄ -in. Bolts 4

Bolt and Angle Design Strength, kips

8 Rows W44, 40, 36, 33, 30

Varies

Angle Thickness, in.

ASTM Thread Desig. Cond.

Hole Type

1⁄ 4

5⁄ 16

3⁄ 8

1⁄ 2

A325

N

—

241

254

254

254

X

—

241

302

318

318

SC

STD

167

167

167

167

OVS

142

142

142

142

SSLT

142

142

142

142

STD

241

253

253

253

OVS

215

215

215

215

SSLT

215

215

215

215

N

—

241

302

318

318

X

—

241

302

362

398

SC

STD

209

209

209

209

OVS

178

178

178

178

SSLT

178

178

178

178

STD

241

302

316

316

OVS

227

269

269

269

SSLT

241

269

269

269

t

7@3 = 21

Class A

SC 2 1/ 4

Class B

Lev

L eh

7@3 = 21

A490

Lev

Class A

SC Class B

Beam Web Design Strength per Inch Thickness, kips/in. Coped at Top Flange Only Hole Leh,* UnType in. coped 11⁄4 STD OVS SSLT

11⁄

Coped at Both Flanges

Lev, in.

Lev, in.

13⁄8

11⁄2

15⁄8

2

3

11⁄4

13⁄8

11⁄2

15⁄8

2

3

2

702

506

509

513

517

528

557

483

490

497

505

527

557

13⁄4

702

515

519

522

526

537

566

483

490

497

505

527

566

11⁄

2

702

478

482

486

489

500

530

453

461

468

475

497

530

13⁄4

702

488

491

495

499

510

539

453

461

468

475

497

539

11⁄2

702

506

509

513

517

528

557

483

490

497

505

527

557

13⁄

702

515

519

522

526

537

566

483

490

497

505

527

566

4

Notes: Support Design STD = Standard holes Strength per Inch OVS = Oversized holes Thickness, kips/in. SSLT = Short-slotted holes transverse to direction of load

1404

N = Threads included X = Threads excluded SC = Slip critical

*Tabulated values include 1⁄4-in. reduction in end distance Leh to account for possible underrun in beam length.

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

9 - 32

SIMPLE SHEAR AND PR MOMENT CONNECTIONS

Fy = 36 ksi Fu = 58 ksi

Table 9-2 (cont.). All-Bolted Double-Angle Connections

3⁄ -in. Bolts 4

Bolt and Angle Design Strength, kips

7 Rows W44, 40, 36, 33, 30, 27, 24 S24

Varies

Angle Thickness, in.

ASTM Thread Desig. Cond.

Hole Type

1⁄ 4

5⁄ 16

3⁄ 8

1⁄ 2

A325

N

—

188

223

223

223

X

—

188

234

278

278

SC

STD

146

146

146

146

OVS

124

124

124

124

SSLT

124

124

124

124

STD

188

221

221

221

OVS

176

188

188

188

SSLT

188

188

188

188

N

—

188

234

278

278

X

—

188

234

281

348

SC Class A

STD

183

183

183

183

OVS

155

155

155

155

SSLT

155

155

155

155

STD

188

234

277

277

OVS

176

220

235

235

SSLT

188

234

235

235

t

6@3 = 18

Class A

SC Class B

2 1/ 4 Lev

L eh

Lev

6@3 = 18

A490

SC Class B

Beam Web Design Strength per Inch Thickness, kips/in. Coped at Top Flange Only Hole Leh,* UnType in. coped 11⁄4 STD OVS SSLT

Coped at Both Flanges

Lev, in.

Lev, in.

13⁄8

11⁄2

15⁄8

2

3

11⁄4

13⁄8

11⁄2

15⁄8

2

3

11⁄2

548

388

391

394

398

407

433

375

382

388

395

407

433

13⁄4

548

394

398

401

404

414

440

375

382

388

395

414

440

11⁄2

548

367

370

373

376

386

412

352

359

365

372

386

412

13⁄4

548

373

377

380

383

393

419

352

359

365

372

392

419

11⁄2

548

388

391

394

398

407

433

375

382

388

395

407

433

13⁄4

548

394

398

401

404

414

440

375

382

388

395

414

440

Notes: Support Design STD = Standard holes Strength per Inch OVS = Oversized holes Thickness, kips/in. SSLT = Short-slotted holes transverse to direction of load

1096

N = Threads included X = Threads excluded SC = Slip critical

*Tabulated values include 1⁄4-in. reduction in end distance Leh to account for possible underrun in beam length.

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

SIMPLE SHEAR CONNECTIONS

9 - 33

Fy = 50 ksi Fu = 65 ksi

Table 9-2 (cont.). All-Bolted Double-Angle Connections 3⁄ -in. Bolts 4

Bolt and Angle Design Strength, kips

7 Rows W44, 40, 36, 33, 30, 27, 24 S24

Varies

Angle Thickness, in.

ASTM Thread Desig. Cond.

Hole Type

1⁄ 4

5⁄ 16

3⁄ 8

1⁄ 2

A325

N

—

210

223

223

223

X

—

210

263

278

278

SC

STD

146

146

146

146

OVS

124

124

124

124

SSLT

124

124

124

124

STD

210

221

221

221

OVS

188

188

188

188

SSLT

188

188

188

188

N

—

210

263

278

278

X

—

210

263

315

348

SC

STD

183

183

183

183

OVS

155

155

155

155

SSLT

155

155

155

155

STD

210

263

277

277

OVS

197

235

235

235

SSLT

210

235

235

235

t

6@3 = 18

Class A

SC Class B

2 1/ 4 Lev

L eh

6@3 = 18

A490

Lev

Class A

SC Class B

Beam Web Design Strength per Inch Thickness, kips/in. Coped at Top Flange Only Hole Leh,* UnType in. coped 11⁄4 STD OVS SSLT

11⁄

Coped at Both Flanges

Lev, in.

Lev, in.

13⁄8

11⁄2

15⁄8

2

3

11⁄4

13⁄8

11⁄2

15⁄8

2

3

2

614

444

447

451

455

466

495

420

428

435

442

464

495

13⁄4

614

453

457

460

464

475

504

420

428

435

442

464

504

11⁄

2

614

420

423

427

431

442

471

395

402

410

417

439

471

13⁄4

614

429

433

437

440

451

480

395

402

410

417

439

480

11⁄2

614

444

447

451

455

466

495

420

428

435

442

464

495

13⁄

614

453

457

460

464

475

504

420

428

435

442

464

504

4

Notes: Support Design STD = Standard holes Strength per Inch OVS = Oversized holes Thickness, kips/in. SSLT = Short-slotted holes transverse to direction of load

1229

N = Threads included X = Threads excluded SC = Slip critical

*Tabulated values include 1⁄4-in. reduction in end distance Leh to account for possible underrun in beam length.

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

9 - 34

SIMPLE SHEAR AND PR MOMENT CONNECTIONS

Fy = 36 ksi Fu = 58 ksi

Table 9-2 (cont.). All-Bolted Double-Angle Connections

3⁄ -in. Bolts 4

Bolt and Angle Design Strength, kips

6 Rows W44, 40, 36, 33, 30, 27, 24, 21 S24

Varies

Hole Type

1⁄ 4

5⁄ 16

3⁄ 8

1⁄ 2

A325

N

—

160

191

191

191

X

—

160

200

239

239

SC

STD

125

125

125

125

OVS

107

107

107

107

SSLT

107

107

107

107

STD

160

190

190

190

OVS

150

161

161

161

SSLT

160

161

161

161

N

—

160

200

239

239

X

—

160

200

240

298

SC Class A

STD

157

157

157

157

OVS

133

133

133

133

SSLT

133

133

133

133

STD

160

200

237

237

OVS

150

188

202

202

SSLT

160

200

202

202

t

5@3 = 15

Class A

SC Class B

2 1/ 4

Lev

L eh

5@3 = 15

Angle Thickness, in.

ASTM Thread Desig. Cond.

Lev

A490

SC Class B

Beam Web Design Strength per Inch Thickness, kips/in. Coped at Top Flange Only Hole Leh,* UnType in. coped 11⁄4 STD OVS SSLT

Coped at Both Flanges

Lev, in.

Lev, in.

13⁄8

11⁄2

15⁄8

2

3

11⁄4

13⁄8

11⁄2

15⁄8

2

3

11⁄2

470

332

336

339

342

352

378

320

326

333

339

352

378

13⁄4

470

339

342

346

349

359

385

320

326

333

339

359

385

11⁄2

470

314

318

321

324

334

360

300

307

313

320

334

360

13⁄4

470

321

324

328

331

341

367

300

307

313

320

339

367

11⁄2

470

332

336

339

342

352

378

320

326

333

339

352

378

13⁄4

470

339

342

346

349

359

385

320

326

333

339

359

385

Notes: Support Design STD = Standard holes Strength per Inch OVS = Oversized holes Thickness, kips/in. SSLT = Short-slotted holes transverse to direction of load

940

N = Threads included X = Threads excluded SC = Slip critical

*Tabulated values include 1⁄4-in. reduction in end distance Leh to account for possible underrun in beam length.

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

SIMPLE SHEAR CONNECTIONS

9 - 35

Fy = 50 ksi Fu = 65 ksi

Table 9-2 (cont.). All-Bolted Double-Angle Connections 3⁄ -in. Bolts 4

Bolt and Angle Design Strength, kips

6 Rows W44, 40, 36, 33, 30, 27, 24, 21 S24

Varies

Hole Type

1⁄ 4

5⁄ 16

3⁄ 8

1⁄ 2

A325

N

—

179

191

191

191

X

—

179

224

239

239

SC

STD

125

125

125

125

OVS

107

107

107

107

SSLT

107

107

107

107

STD

179

190

190

190

OVS

161

161

161

161

SSLT

161

161

161

161

N

—

179

224

239

239

X

—

179

224

269

298

SC

STD

157

157

157

157

OVS

133

133

133

133

SSLT

133

133

133

133

STD

179

224

237

237

OVS

168

202

202

202

SSLT

179

202

202

202

t

5@3 = 15

Class A

SC 2 1/ 4

Class B

Lev

L eh

5@3 = 15

Angle Thickness, in.

ASTM Thread Desig. Cond.

Lev

A490

Class A

SC Class B

Beam Web Design Strength per Inch Thickness, kips/in. Coped at Top Flange Only Hole Leh,* UnType in. coped 11⁄4 STD OVS SSLT

11⁄

Coped at Both Flanges

Lev, in.

Lev, in.

13⁄8

11⁄2

15⁄8

2

3

11⁄4

13⁄8

11⁄2

15⁄8

2

3

2

527

381

385

389

392

403

433

358

366

373

380

402

433

13⁄4

527

391

394

398

402

413

442

358

366

373

380

402

442

11⁄

2

527

361

365

369

372

383

413

336

344

351

358

380

413

13⁄4

527

371

374

378

382

393

422

336

344

351

358

380

422

11⁄2

527

381

385

389

392

403

433

358

366

373

380

402

433

13⁄

527

391

394

398

402

413

442

358

366

373

380

402

442

4

Notes: Support Design STD = Standard holes Strength per Inch OVS = Oversized holes Thickness, kips/in. SSLT = Short-slotted holes transverse to direction of load

1053

N = Threads included X = Threads excluded SC = Slip critical

*Tabulated values include 1⁄4-in. reduction in end distance Leh to account for possible underrun in beam length.

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

9 - 36

SIMPLE SHEAR AND PR MOMENT CONNECTIONS

Fy = 36 ksi Fu = 58 ksi

Table 9-2 (cont.). All-Bolted Double-Angle Connections

3⁄ -in. Bolts 4

Bolt and Angle Design Strength, kips

5 Rows W30, 27, 24, 21, 18 S24, 20, 18 MC18

Varies

Hole Type

1⁄ 4

5⁄ 16

3⁄ 8

1⁄ 2

A325

N

—

132

159

159

159

X

—

132

165

198

199

SC

STD

104

104

104

104

OVS

88.8

88.8

88.8

88.8

SSLT

88.8

88.8

88.8

88.8

STD

132

158

158

158

OVS

124

134

134

134

SSLT

132

134

134

134

N

—

132

165

198

199

X

—

132

165

198

249

SC Class A

STD

131

131

131

131

OVS

111

111

111

111

SSLT

111

111

111

111

STD

132

165

198

198

OVS

124

155

168

168

SSLT

132

165

168

168

Class A

4@3 = 12

t

SC Class B

2 1/ 4

Lev

L eh

A490

L ev

4@3 = 12

Angle Thickness, in.

ASTM Thread Desig. Cond.

SC Class B

Beam Web Design Strength per Inch Thickness, kips/in. Coped at Top Flange Only Hole Leh,* UnType in. coped 11⁄4 STD OVS SSLT

Coped at Both Flanges

Lev, in.

Lev, in.

13⁄8

11⁄2

15⁄8

2

3

11⁄4

13⁄8

11⁄2

15⁄8

2

3

11⁄2

392

277

280

283

287

296

322

264

271

277

284

296

322

13⁄4

392

284

287

290

293

303

329

264

271

277

284

303

329

11⁄2

392

262

265

269

272

282

308

248

254

261

268

282

308

13⁄4

392

269

272

275

279

288

315

248

254

261

268

287

315

11⁄2

392

277

280

283

287

296

322

264

271

277

284

296

322

13⁄4

392

284

287

290

293

303

329

264

271

277

284

303

329

Notes: Support Design STD = Standard holes Strength per Inch OVS = Oversized holes Thickness, kips/in. SSLT = Short-slotted holes transverse to direction of load

783

N = Threads included X = Threads excluded SC = Slip critical

*Tabulated values include 1⁄4-in. reduction in end distance Leh to account for possible underrun in beam length.

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

SIMPLE SHEAR CONNECTIONS

9 - 37

Fy = 50 ksi Fu = 65 ksi

Table 9-2 (cont.). All-Bolted Double-Angle Connections 3⁄ -in. Bolts 4

Bolt and Angle Design Strength, kips

5 Rows W30, 27, 24, 21, 18 S24, 20, 18 MC18

Varies

Hole Type

1⁄ 4

5⁄ 16

3⁄ 8

1⁄ 2

A325

N

—

148

159

159

159

X

—

148

185

199

199

SC

STD

104

104

104

104

OVS

88.8

88.8

88.8

88.8

SSLT

88.8

88.8

88.8

88.8

STD

148

158

158

158

OVS

134

134

134

134

SSLT

134

134

134

134

N

—

148

185

199

199

X

—

148

185

222

249

SC

STD

131

131

131

131

OVS

111

111

111

111

SSLT

111

111

111

111

STD

148

185

198

198

OVS

139

168

168

168

SSLT

148

168

168

168

Class A

4@3 = 12

t

SC Class B

2 1/ 4

Lev

L eh

A490

L ev

4@3 = 12

Angle Thickness, in.

ASTM Thread Desig. Cond.

Class A

SC Class B

Beam Web Design Strength per Inch Thickness, kips/in. Coped at Top Flange Only Hole Leh,* UnType in. coped 11⁄4 STD OVS SSLT

11⁄

Coped at Both Flanges

Lev, in.

Lev, in.

13⁄8

11⁄2

15⁄8

2

3

11⁄4

13⁄8

11⁄2

15⁄8

2

3

2

439

319

323

327

330

341

370

296

303

311

318

340

370

13⁄4

439

329

332

336

340

351

380

296

303

311

318

340

380

11⁄

2

439

303

306

310

314

325

354

278

285

293

300

322

354

13⁄4

439

312

316

320

323

334

363

278

285

293

300

322

363

11⁄2

439

319

323

327

330

341

370

296

303

311

318

340

370

13⁄

439

329

332

336

340

351

380

296

303

311

318

340

380

4

Notes: Support Design STD = Standard holes Strength per Inch OVS = Oversized holes Thickness, kips/in. SSLT = Short-slotted holes transverse to direction of load

878

N = Threads included X = Threads excluded SC = Slip critical

*Tabulated values include 1⁄4-in. reduction in end distance Leh to account for possible underrun in beam length.

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

9 - 38

SIMPLE SHEAR AND PR MOMENT CONNECTIONS

Fy = 36 ksi Fu = 58 ksi

Table 9-2 (cont.). All-Bolted Double-Angle Connections

3⁄ -in. Bolts 4

Bolt and Angle Design Strength, kips

4 Rows W24, 21, 18, 16 S24, 20, 18, 15 C15 MC18

Hole Type

1⁄ 4

5⁄ 16

3⁄ 8

1⁄ 2

A325

N

—

104

127

127

127

X

—

104

131

157

159

SC

STD

83.5

83.5

83.5

83.5

OVS

71.0

71.0

71.0

71.0

SSLT

71.0

71.0

71.0

71.0

STD

104

127

127

127

OVS

97.9

108

108

108

SSLT

104

108

108

108

N

—

104

131

157

159

X

—

104

131

157

199

SC Class A

STD

104

104

104

104

OVS

88.8

88.8

88.8

88.8

SSLT

88.8

88.8

88.8

88.8

STD

104

131

157

158

OVS

97.9

122

134

134

SSLT

104

131

134

134

Class A Varies

3@3 = 9

t

SC Class B

2 1/ 4

L ev

L eh

A490

L ev

3@3 = 9

Angle Thickness, in.

ASTM Thread Desig. Cond.

SC Class B

Beam Web Design Strength per Inch Thickness, kips/in. Coped at Top Flange Only Hole Leh,* UnType in. coped 11⁄4 STD OVS SSLT

Coped at Both Flanges

Lev, in.

Lev, in.

13⁄8

11⁄2

15⁄8

2

3

11⁄4

13⁄8

11⁄2

15⁄8

2

3

11⁄2

313

221

225

228

231

241

267

209

215

222

228

241

267

13⁄4

313

228

231

235

238

248

274

209

215

222

228

248

274

11⁄2

313

210

213

216

220

230

256

196

202

209

215

230

256

13⁄4

313

217

220

223

226

236

262

196

202

209

215

235

262

11⁄2

313

221

225

228

231

241

267

209

215

222

228

241

267

13⁄4

313

228

231

235

238

248

274

209

215

222

228

248

274

Notes: Support Design STD = Standard holes Strength per Inch OVS = Oversized holes Thickness, kips/in. SSLT = Short-slotted holes transverse to direction of load

626

N = Threads included X = Threads excluded SC = Slip critical

*Tabulated values include 1⁄4-in. reduction in end distance Leh to account for possible underrun in beam length.

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

SIMPLE SHEAR CONNECTIONS

9 - 39

Fy = 50 ksi Fu = 65 ksi

Table 9-2 (cont.). All-Bolted Double-Angle Connections 3⁄ -in. Bolts 4

Bolt and Angle Design Strength, kips

4 Rows W24, 21, 18, 16 S24, 20, 18, 15 C15 MC18

Hole Type

1⁄ 4

5⁄ 16

3⁄ 8

1⁄ 2

A325

N

—

117

127

127

127

X

—

117

146

159

159

SC

STD

83.5

83.5

83.5

83.5

OVS

71.0

71.0

71.0

71.0

SSLT

71.0

71.0

71.0

71.0

STD

117

127

127

127

OVS

108

108

108

108

SSLT

108

108

108

108

N

—

117

146

159

159

X

—

117

146

176

199

SC

STD

104

104

104

104

OVS

88.8

88.8

88.8

88.8

SSLT

88.8

88.8

88.8

88.8

STD

117

146

158

158

OVS

110

134

134

134

SSLT

117

134

134

134

Class A Varies

Angle Thickness, in.

ASTM Thread Desig. Cond.

3@3 = 9

t

SC Class B

2 1/ 4

L ev

L eh

L ev

3@3 = 9

A490

Class A

SC Class B

Beam Web Design Strength per Inch Thickness, kips/in. Coped at Top Flange Only Hole Leh,* UnType in. coped 11⁄4 STD OVS SSLT

11⁄

Coped at Both Flanges

Lev, in.

Lev, in.

13⁄8

11⁄2

15⁄8

2

3

11⁄4

13⁄8

11⁄2

15⁄8

2

3

2

351

257

261

264

268

279

308

234

241

249

256

278

308

13⁄4

351

266

270

274

277

288

318

234

241

249

256

278

318

11⁄

2

351

244

248

252

255

266

296

219

227

234

241

263

296

13⁄4

351

254

257

261

265

276

305

219

227

234

241

263

305

11⁄2

351

257

261

264

268

279

308

234

241

249

256

278

308

13⁄

351

266

270

274

277

288

318

234

241

249

256

278

318

4

Notes: Support Design STD = Standard holes Strength per Inch OVS = Oversized holes Thickness, kips/in. SSLT = Short-slotted holes transverse to direction of load

702

N = Threads included X = Threads excluded SC = Slip critical

*Tabulated values include 1⁄4-in. reduction in end distance Leh to account for possible underrun in beam length.

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

9 - 40

SIMPLE SHEAR AND PR MOMENT CONNECTIONS

Fy = 36 ksi Fu = 58 ksi

Table 9-2 (cont.). All-Bolted Double-Angle Connections

3⁄ -in. Bolts 4

Bolt and Angle Design Strength, kips

3 Rows W18, 16, 14, 12, 10* S18, 15, 12 C15, 12 MC18, 13, 12

Hole Type

1⁄ 4

5⁄ 16

3⁄ 8

1⁄ 2

A325

N

—

76.7

95.4

95.4

95.4

X

—

76.7

95.8

115

119

SC

STD

62.7

62.6

62.6

62.6

OVS

53.3

53.3

53.3

53.3

SSLT

53.3

53.3

53.3

53.3

STD

76.7

94.9

94.9

94.9

OVS

71.8

80.7

80.7

80.7

SSLT

76.7

80.7

80.7

80.7

N

—

76.7

95.8

115

119

X

—

76.7

95.8

115

149

SC Class A

STD

76.7

78.3

78.3

78.3

OVS

66.6

66.6

66.6

66.6

SSLT

66.6

66.6

66.6

66.6

STD

76.7

95.8

115

119

OVS

71.8

89.7

101

101

SSLT

76.7

95.8

101

101

*Limited to W10×12, 15, 17, 19, 22, 26, 30.

Varies

Class A

t

SC Class B

3 3 1

2 /4 L eh

A490

Lev

Angle Thickness, in.

ASTM Thread Desig. Cond.

Lev

3 3

SC Class B

Beam Web Design Strength per Inch Thickness, kips/in. Coped at Top Flange Only Hole Leh,* UnType in. coped 11⁄4 STD OVS SSLT

Coped at Both Flanges

Lev, in.

Lev, in.

13⁄8

11⁄2

15⁄8

2

3

11⁄4

13⁄8

11⁄2

15⁄8

2

3

11⁄2

235

166

169

172

176

185

212

153

160

166

173

185

212

13⁄4

235

173

176

179

182

192

218

153

160

166

173

192

218

11⁄2

235

158

161

164

168

177

203

144

150

157

163

177

203

13⁄4

235

164

168

171

174

184

210

144

150

157

163

183

210

11⁄2

235

166

169

172

176

185

212

153

160

166

173

185

212

13⁄4

235

173

176

179

182

192

218

153

160

166

173

192

218

Notes: Support Design STD = Standard holes Strength per Inch OVS = Oversized holes Thickness, kips/in. SSLT = Short-slotted holes transverse to direction of load

470

N = Threads included X = Threads excluded SC = Slip critical

*Tabulated values include 1⁄4-in. reduction in end distance Leh to account for possible underrun in beam length.

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

SIMPLE SHEAR CONNECTIONS

9 - 41

Fy = 50 ksi Fu = 65 ksi

Table 9-2 (cont.). All-Bolted Double-Angle Connections 3⁄ -in. Bolts 4

Bolt and Angle Design Strength, kips

3 Rows W18, 16, 14, 12, 10* S18, 15, 12 C15, 12 MC18, 13, 12

Hole Type

1⁄ 4

5⁄ 16

3⁄ 8

1⁄ 2

A325

N

—

85.9

95.4

95.4

95.4

X

—

85.9

107

119

119

SC

STD

62.6

62.6

62.6

62.6

OVS

53.3

53.3

53.3

53.3

SSLT

53.3

53.3

53.3

53.3

STD

85.9

94.9

94.9

94.9

OVS

80.4

80.7

80.7

80.7

SSLT

80.7

80.7

80.7

80.7

N

—

85.9

107

119

119

X

—

85.9

107

129

149

SC

STD

78.3

78.3

78.3

78.3

OVS

66.6

66.6

66.6

66.6

SSLT

66.6

66.6

66.6

66.6

STD

85.9

107

119

119

OVS

80.4

101

101

101

SSLT

85.9

101

101

101

*Limited to W10×12, 15, 17, 19, 22, 26, 30.

Varies

Class A

t

SC Class B

3 3 1

2 /4 L eh

A490

Lev

Angle Thickness, in.

ASTM Thread Desig. Cond.

Lev

3 3

Class A

SC Class B

Beam Web Design Strength per Inch Thickness, kips/in. Coped at Top Flange Only Hole Leh,* UnType in. coped 11⁄4 STD OVS SSLT

11⁄

Coped at Both Flanges

Lev, in.

Lev, in.

13⁄8

11⁄2

15⁄8

2

3

11⁄4

13⁄8

11⁄2

15⁄8

2

3

2

263

195

199

202

206

217

246

172

179

186

194

216

246

13⁄4

263

204

208

212

215

226

256

172

179

186

194

216

256

11⁄

2

263

186

189

193

197

208

237

161

168

176

183

205

237

13⁄4

263

195

199

203

206

217

246

161

168

176

183

205

246

11⁄2

263

195

199

202

206

217

246

172

179

186

194

216

246

13⁄

263

204

208

212

215

226

256

172

179

186

194

216

256

4

Notes: Support Design STD = Standard holes Strength per Inch OVS = Oversized holes Thickness, kips/in. SSLT = Short-slotted holes transverse to direction of load

527

N = Threads included X = Threads excluded SC = Slip critical

*Tabulated values include 1⁄4-in. reduction in end distance Leh to account for possible underrun in beam length.

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

9 - 42

SIMPLE SHEAR AND PR MOMENT CONNECTIONS

Fy = 36 ksi Fu = 58 ksi

Table 9-2 (cont.). All-Bolted Double-Angle Connections

3⁄ -in. Bolts 4

Bolt and Angle Design Strength, kips

2 Rows W12, 10, 8 S12, 10, 8 C12, 10, 9, 8 MC13, 12, 10, 9, 8

Hole Type

1⁄ 4

5⁄ 16

3⁄ 8

1⁄ 2

A325

N

—

48.9

61.2

63.6

63.6

X

—

48.9

61.2

73.4

79.5

SC

STD

41.8

41.8

41.8

41.8

OVS

35.5

35.5

35.5

35.5

SSLT

35.5

35.5

35.5

35.5

STD

48.9

61.2

63.3

63.3

OVS

45.7

53.8

53.8

53.8

SSLT

48.9

53.8

53.8

53.8

N

—

48.9

61.2

73.4

79.5

X

—

48.9

61.2

73.4

97.9

SC Class A

STD

48.9

52.2

52.2

52.2

OVS

44.4

44.4

44.4

44.4

SSLT

44.4

44.4

44.4

44.4

STD

48.9

61.2

73.4

79.1

OVS

45.7

57.1

67.2

67.2

SSLT

48.9

61.2

67.2

67.2

Class A Varies

Angle Thickness, in.

ASTM Thread Desig. Cond.

t

3

SC Class B

2 1/ 4

Lev

L eh

3

Lev

A490

SC Class B

Beam Web Design Strength per Inch Thickness, kips/in. Coped at Top Flange Only Hole Leh,* UnType in. coped 11⁄4 STD OVS SSLT

Coped at Both Flanges

Lev, in.

Lev, in.

13⁄8

11⁄2

15⁄8

2

3

11⁄4

13⁄8

11⁄2

15⁄8

2

3

11⁄2

157

110

114

117

120

130

156

97.9 104

111

117

130

156

13⁄4

157

117

120

124

127

137

157

97.9 104

111

117

136

157

11⁄2

157

106

109

112

115

125

151

91.4

97.9 104

111

125

151

13⁄4

157

112

116

119

122

132

157

91.4

97.9 104

111

131

157

11⁄2

157

110

114

117

120

130

156

97.9 104

111

117

130

156

13⁄4

157

117

120

124

127

137

157

97.9 104

111

117

136

157

Notes: Support Design STD = Standard holes Strength per Inch OVS = Oversized holes Thickness, kips/in. SSLT = Short-slotted holes transverse to direction of load

313

N = Threads included X = Threads excluded SC = Slip critical

*Tabulated values include 1⁄4-in. reduction in end distance Leh to account for possible underrun in beam length.

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

SIMPLE SHEAR CONNECTIONS

9 - 43

Fy = 50 ksi Fu = 65 ksi

Table 9-2 (cont.). All-Bolted Double-Angle Connections 3⁄ -in. Bolts 4

Bolt and Angle Design Strength, kips

2 Rows W12, 10, 8 S12, 10, 8 C12, 10, 9, 8 MC13, 12, 10, 9, 8

Hole Type

1⁄ 4

5⁄ 16

3⁄ 8

1⁄ 2

A325

N

—

54.8

63.6

63.6

63.6

X

—

54.8

68.6

79.5

79.5

SC

STD

41.8

41.8

41.8

41.8

OVS

35.5

35.5

35.5

35.5

SSLT

35.5

35.5

35.5

35.5

STD

54.8

63.3

63.3

63.3

OVS

51.2

53.8

53.8

53.8

SSLT

53.8

53.8

53.8

53.8

N

—

54.8

68.6

79.5

79.5

X

—

54.8

68.6

82.3

99.4

SC

STD

52.2

52.2

52.2

52.2

OVS

44.4

44.4

44.4

44.4

SSLT

44.4

44.4

44.4

44.4

STD

54.8

68.6

79.1

79.1

OVS

51.2

64.0

67.2

67.2

SSLT

54.8

67.2

67.2

67.2

Class A Varies

Angle Thickness, in.

ASTM Thread Desig. Cond.

t

3

SC

2 1/ 4

Class B

Lev

L eh

3

Lev

A490

Class A

SC Class B

Beam Web Design Strength per Inch Thickness, kips/in. Coped at Top Flange Only Hole Leh,* UnType in. coped 11⁄4 STD OVS SSLT

11⁄

Coped at Both Flanges

Lev, in.

Lev, in.

13⁄8

11⁄2

15⁄8

2

3

11⁄4

13⁄8

11⁄2

15⁄8

2

3

2

176

133

136

140

144

155

176

110

117

124

132

154

176

13⁄4

176

142

146

149

153

164

176

110

117

124

132

154

176

11⁄

2

176

127

131

135

138

149

176

102

110

117

124

146

176

13⁄4

176

137

140

144

148

159

176

102

110

117

124

146

176

11⁄2

176

133

136

140

144

155

176

110

117

124

132

154

176

13⁄

176

142

146

149

153

164

176

110

117

124

132

154

176

4

Notes: Support Design STD = Standard holes Strength per Inch OVS = Oversized holes Thickness, kips/in. SSLT = Short-slotted holes transverse to direction of load

351

N = Threads included X = Threads excluded SC = Slip critical

*Tabulated values include 1⁄4-in. reduction in end distance Leh to account for possible underrun in beam length.

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

9 - 44

SIMPLE SHEAR AND PR MOMENT CONNECTIONS

Fy = 36 ksi Fu = 58 ksi

Table 9-2 (cont.). All-Bolted Double-Angle Connections

7⁄ -in. Bolts 8

Bolt and Angle Design Strength, kips

12 Rows W44

Varies

Hole Type

1⁄ 4

5⁄ 16

3⁄ 8

1⁄ 2

A325

N

—

307

383

460

520

X

—

307

383

460

613

SC

STD

307

349

349

349

OVS

286

297

297

297

SSLT

297

297

297

297

STD

307

383

460

520

OVS

286

358

429

450

SSLT

307

383

450

450

N

—

307

383

460

613

X

—

307

383

460

613

SC Class A

STD

307

383

439

439

OVS

286

358

373

373

SSLT

307

373

373

373

STD

307

383

460

613

OVS

286

358

429

565

SSLT

307

383

460

565

t

11@3 = 33

Class A

SC Class B 2 1/ 4

L eh

Angle Thickness, in.

ASTM Thread Desig. Cond.

11@3 = 33

Lev

A490

Lev

SC Class B

Beam Web Design Strength per Inch Thickness, kips/in. Coped at Top Flange Only

Coped at Both Flanges

Lev, in.

Lev, in.

Hole Type

Leh, Unin. coped 11⁄4

13⁄8

11⁄2

15⁄8

2

3

11⁄4

13⁄8

11⁄2

15⁄8

2

3

STD

11⁄2

1096

628

631

634

637

647

673

613

620

626

633

647

673

13⁄4

1096

634

638

641

644

654

680

613

620

626

633

653

680

11⁄2

1096

589

592

595

598

608

634

573

579

586

592

608

634

13⁄4

1096

595

599

602

605

615

641

573

579

586

592

612

641

11⁄2

1096

628

631

634

637

647

673

613

620

626

633

647

673

13⁄4

1096

634

638

641

644

654

680

613

620

626

633

653

680

OVS SSLT

Notes: Support Design STD = Standard holes Strength per Inch OVS = Oversized holes Thickness, kips/in. SSLT = Short-slotted holes transverse to direction of load

2192

N = Threads included X = Threads excluded SC = Slip critical

*Tabulated values include 1⁄4-in. reduction in end distance Leh to account for possible underrun in beam length.

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

SIMPLE SHEAR CONNECTIONS

9 - 45

Fy = 50 ksi Fu = 65 ksi

Table 9-2 (cont.). All-Bolted Double-Angle Connections 7⁄ -in. Bolts 8

Bolt and Angle Design Strength, kips

12 Rows W44

Varies

Hole Type

1⁄ 4

5⁄ 16

3⁄ 8

1⁄ 2

A325

N

—

344

430

516

520

X

—

344

430

516

649

SC

STD

344

349

349

349

OVS

297

297

297

297

SSLT

297

297

297

297

STD

344

430

516

520

OVS

321

401

450

450

SSLT

344

430

450

450

N

—

344

430

516

649

X

—

344

430

516

687

SC

STD

344

430

439

439

OVS

321

373

373

373

SSLT

344

373

373

373

STD

344

430

516

649

OVS

321

401

481

565

SSLT

344

430

516

565

t

11@3 = 33

Class A

SC Class B 2 1/ 4

L eh

Angle Thickness, in.

ASTM Thread Desig. Cond.

Lev

A490

11@3 = 33

Class A

SC Lev

Class B

Beam Web Design Strength per Inch Thickness, kips/in. Coped at Top Flange Only Hole Leh,* UnType in. coped 11⁄4 STD OVS SSLT

11⁄

Coped at Both Flanges

Lev, in.

Lev, in.

13⁄8

11⁄2

15⁄8

2

3

11⁄4

13⁄8

11⁄2

15⁄8

2

3

2

1229

712

716

720

723

734

764

687

695

702

709

731

764

13⁄4

1229

722

725

729

733

744

773

687

695

702

709

731

773

11⁄

2

1229

669

672

676

680

691

720

642

649

656

664

686

720

13⁄4

1229

678

682

685

689

700

729

642

649

656

664

686

729

11⁄2

1229

712

716

720

723

734

764

687

695

702

709

731

764

13⁄

1229

722

725

729

733

744

773

687

695

702

709

731

773

4

Notes: Support Design STD = Standard holes Strength per Inch OVS = Oversized holes Thickness, kips/in. SSLT = Short-slotted holes transverse to direction of load

2457

N = Threads included X = Threads excluded SC = Slip critical

*Tabulated values include 1⁄4-in. reduction in end distance Leh to account for possible underrun in beam length.

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

9 - 46

SIMPLE SHEAR AND PR MOMENT CONNECTIONS

Fy = 36 ksi Fu = 58 ksi

Table 9-2 (cont.). All-Bolted Double-Angle Connections

7⁄ -in. Bolts 8

Bolt and Angle Design Strength, kips

11 Rows W44, 40

Varies

Angle Thickness, in.

ASTM Thread Desig. Cond.

Hole Type

1⁄ 4

5⁄ 16

3⁄ 8

1⁄ 2

A325

N

—

281

351

421

476

X

—

281

351

421

561

SC

STD

281

320

320

320

OVS

262

272

272

272

SSLT

272

272

272

272

STD

281

351

421

476

OVS

262

327

393

412

SSLT

281

351

412

412

N

—

281

351

421

561

X

—

281

351

421

561

SC Class A

STD

281

351

402

402

OVS

262

327

342

342

SSLT

281

342

342

342

STD

281

351

421

561

OVS

262

327

393

518

SSLT

281

351

421

518

t

10@3 = 30

Class A

SC Class B 2 1/ 4

L eh

10@3 = 30

Lev

A490

Lev

SC Class B

Beam Web Design Strength per Inch Thickness, kips/in. Coped at Top Flange Only Hole Leh,* UnType in. coped 11⁄4 STD OVS SSLT

Coped at Both Flanges

Lev, in.

Lev, in.

13⁄8

11⁄2

15⁄8

2

3

11⁄4

13⁄8

11⁄2

15⁄8

2

3

11⁄2

1005

575

579

582

585

595

621

561

568

574

581

595

621

13⁄4

1005

582

585

589

592

602

628

561

568

574

581

600

628

11⁄2

1005

540

543

546

549

559

585

524

530

537

543

559

585

13⁄4

1005

546

550

553

556

566

592

524

530

537

543

563

592

11⁄2

1005

575

579

582

585

595

621

561

568

574

581

595

621

13⁄4

1005

582

585

589

592

602

628

561

568

574

581

600

628

Notes: Support Design STD = Standard holes Strength per Inch OVS = Oversized holes Thickness, kips/in. SSLT = Short-slotted holes transverse to direction of load

2010

N = Threads included X = Threads excluded SC = Slip critical

*Tabulated values include 1⁄4-in. reduction in end distance Leh to account for possible underrun in beam length.

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

SIMPLE SHEAR CONNECTIONS

9 - 47

Fy = 50 ksi Fu = 65 ksi

Table 9-2 (cont.). All-Bolted Double-Angle Connections 7⁄ -in. Bolts 8

Bolt and Angle Design Strength, kips

11 Rows W44, 40

Varies

Angle Thickness, in.

ASTM Thread Desig. Cond.

Hole Type

1⁄ 4

5⁄ 16

3⁄ 8

1⁄ 2

A325

N

—

314

393

472

476

X

—

314

393

472

595

SC

STD

314

320

320

320

OVS

272

272

272

272

SSLT

272

272

272

272

STD

314

393

472

476

OVS

294

367

412

412

SSLT

314

393

412

412

N

—

314

393

472

595

X

—

314

393

472

629

SC

STD

314

393

402

402

OVS

294

342

342

342

SSLT

314

342

342

342

STD

314

393

472

595

OVS

294

367

440

518

SSLT

314

393

472

518

t

10@3 = 30

Class A

SC Class B 2 1/ 4

L eh

10@3 = 30

Lev

A490

Class A

Lev

SC Class B

Beam Web Design Strength per Inch Thickness, kips/in. Coped at Top Flange Only Hole Leh,* UnType in. coped 11⁄4 STD OVS SSLT

11⁄

Coped at Both Flanges

Lev, in.

Lev, in.

13⁄8

11⁄2

15⁄8

2

3

11⁄4

13⁄8

11⁄2

15⁄8

2

3

2

1126

654

657

661

665

676

705

629

636

644

651

673

705

13⁄4

1126

663

667

671

674

685

714

629

636

644

651

673

714

11⁄

2

1126

614

618

621

625

636

665

587

594

602

609

631

665

13⁄4

1126

623

627

631

634

645

674

587

594

602

609

631

674

11⁄2

1126

654

657

661

665

676

705

629

636

644

651

673

705

13⁄

1126

663

667

671

674

685

714

629

636

644

651

673

714

4

Notes: Support Design STD = Standard holes Strength per Inch OVS = Oversized holes Thickness, kips/in. SSLT = Short-slotted holes transverse to direction of load

2252

N = Threads included X = Threads excluded SC = Slip critical

*Tabulated values include 1⁄4-in. reduction in end distance Leh to account for possible underrun in beam length.

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

9 - 48

SIMPLE SHEAR AND PR MOMENT CONNECTIONS

Fy = 36 ksi Fu = 58 ksi

Table 9-2 (cont.). All-Bolted Double-Angle Connections

7⁄ -in. Bolts 8

Bolt and Angle Design Strength, kips

10 Rows W44, 40, 36

Varies

Angle Thickness, in.

ASTM Thread Desig. Cond.

Hole Type

1⁄ 4

5⁄ 16

3⁄ 8

1⁄ 2

A325

N

—

254

318

382

433

X

—

254

318

382

509

SC

STD

254

291

291

291

OVS

238

247

247

247

SSLT

247

247

247

247

STD

254

318

382

433

OVS

238

297

356

375

SSLT

254

318

375

375

N

—

254

318

382

509

X

—

254

318

382

509

SC Class A

STD

254

318

365

365

OVS

238

297

311

311

SSLT

254

311

311

311

STD

254

318

382

509

OVS

238

297

356

471

SSLT

254

318

382

471

t

9@3 = 27

Class A

SC Class B 2 1/ 4

Lev

L eh

Lev

9@3 = 27

A490

SC Class B

Beam Web Design Strength per Inch Thickness, kips/in. Coped at Top Flange Only Hole Leh,* UnType in. coped 11⁄4 STD OVS SSLT

Coped at Both Flanges

Lev, in.

Lev, in.

13⁄8

11⁄2

15⁄8

2

3

11⁄4

13⁄8

11⁄2

15⁄8

2

3

11⁄2

914

523

526

530

533

543

569

509

515

522

529

543

569

13⁄4

914

530

533

536

540

549

576

509

515

522

529

548

576

11⁄2

914

491

494

497

501

510

537

475

482

488

495

510

537

13⁄4

914

498

501

504

507

517

543

475

482

488

495

514

543

11⁄2

914

523

526

530

533

543

569

509

515

522

529

543

569

13⁄4

914

530

533

536

540

549

576

509

515

522

529

548

576

Notes: Support Design STD = Standard holes Strength per Inch OVS = Oversized holes Thickness, kips/in. SSLT = Short-slotted holes transverse to direction of load

1827

N = Threads included X = Threads excluded SC = Slip critical

*Tabulated values include 1⁄4-in. reduction in end distance Leh to account for possible underrun in beam length.

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

SIMPLE SHEAR CONNECTIONS

9 - 49

Fy = 50 ksi Fu = 65 ksi

Table 9-2 (cont.). All-Bolted Double-Angle Connections 7⁄ -in. Bolts 8

Bolt and Angle Design Strength, kips

10 Rows W44, 40, 36

Varies

Angle Thickness, in.

ASTM Thread Desig. Cond.

Hole Type

1⁄ 4

5⁄ 16

3⁄ 8

1⁄ 2

A325

N

—

285

356

428

433

X

—

285

356

428

541

SC

STD

285

291

291

291

OVS

247

247

247

247

SSLT

247

247

247

247

STD

285

356

428

433

OVS

266

333

375

375

SSLT

285

356

375

375

N

—

285

356

428

541

X

—

285

356

428

570

SC

STD

285

356

365

365

OVS

266

311

311

311

SSLT

285

311

311

311

STD

285

356

428

541

OVS

266

333

399

471

SSLT

285

356

428

471

t

9@3 = 27

Class A

SC Class B 2 1/ 4

Lev

L eh

9@3 = 27

A490

Lev

Class A

SC Class B

Beam Web Design Strength per Inch Thickness, kips/in. Coped at Top Flange Only Hole Leh,* UnType in. coped 11⁄4 STD OVS SSLT

11⁄

Coped at Both Flanges

Lev, in.

Lev, in.

13⁄8

11⁄2

15⁄8

2

3

11⁄4

13⁄8

11⁄2

15⁄8

2

3

2

1024

595

599

603

606

617

647

570

578

585

592

614

647

13⁄4

1024

605

608

612

616

627

656

570

578

585

592

614

656

11⁄

2

1024

559

563

567

570

581

610

532

540

547

554

576

610

13⁄4

1024

569

572

576

580

591

620

532

540

547

554

576

620

11⁄2

1024

595

599

603

606

617

647

570

578

585

592

614

647

13⁄

1024

605

608

612

616

627

656

570

578

585

592

614

656

4

Notes: Support Design STD = Standard holes Strength per Inch OVS = Oversized holes Thickness, kips/in. SSLT = Short-slotted holes transverse to direction of load

2048

N = Threads included X = Threads excluded SC = Slip critical

*Tabulated values include 1⁄4-in. reduction in end distance Leh to account for possible underrun in beam length.

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

9 - 50

SIMPLE SHEAR AND PR MOMENT CONNECTIONS

Fy = 36 ksi Fu = 58 ksi

Table 9-2 (cont.). All-Bolted Double-Angle Connections

7⁄ -in. Bolts 8

Bolt and Angle Design Strength, kips

9 Rows W44, 40, 36, 33

Varies

Angle Thickness, in.

ASTM Thread Desig. Cond.

Hole Type

1⁄ 4

5⁄ 16

3⁄ 8

1⁄ 2

A325

N

—

228

285

343

390

X

—

228

285

343

457

SC

STD

228

262

262

262

OVS

213

223

223

223

SSLT

223

223

223

223

STD

228

285

343

390

OVS

213

266

320

337

SSLT

228

285

337

337

N

—

228

285

343

457

X

—

228

285

343

457

SC Class A

STD

228

285

329

329

OVS

213

266

280

280

SSLT

228

280

280

280

STD

228

285

343

457

OVS

213

266

320

424

SSLT

228

285

343

424

t

8@3 = 24

Class A

SC Class B

2 1/ 4

Lev

L eh

Lev

8@3 = 24

A490

SC Class B

Beam Web Design Strength per Inch Thickness, kips/in. Coped at Top Flange Only Hole Leh,* UnType in. coped 11⁄4 STD OVS SSLT

Coped at Both Flanges

Lev, in.

Lev, in.

13⁄8

11⁄2

15⁄8

2

3

11⁄4

13⁄8

11⁄2

15⁄8

2

3

11⁄2

822

471

474

477

481

491

517

457

463

470

476

491

517

13⁄4

822

478

481

484

487

497

523

457

463

470

476

496

523

11⁄2

822

442

445

449

452

462

488

426

433

439

446

462

488

13⁄4

822

449

452

455

459

468

495

426

433

439

446

465

495

11⁄2

822

471

474

477

481

491

517

457

463

470

476

491

517

13⁄4

822

478

481

484

487

497

523

457

463

470

476

496

523

Notes: Support Design STD = Standard holes Strength per Inch OVS = Oversized holes Thickness, kips/in. SSLT = Short-slotted holes transverse to direction of load

1644

N = Threads included X = Threads excluded SC = Slip critical

*Tabulated values include 1⁄4-in. reduction in end distance Leh to account for possible underrun in beam length.

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

SIMPLE SHEAR CONNECTIONS

9 - 51

Fy = 50 ksi Fu = 65 ksi

Table 9-2 (cont.). All-Bolted Double-Angle Connections 7⁄ -in. Bolts 8

Bolt and Angle Design Strength, kips

9 Rows W44, 40, 36, 33

Varies

Angle Thickness, in.

ASTM Thread Desig. Cond.

Hole Type

1⁄ 4

5⁄ 16

3⁄ 8

1⁄ 2

A325

N

—

256

320

384

390

X

—

256

320

384

487

SC

STD

256

262

262

262

OVS

223

223

223

223

SSLT

223

223

223

223

STD

256

320

384

390

OVS

239

299

337

337

SSLT

256

320

337

337

N

—

256

320

384

487

X

—

256

320

384

512

SC

STD

256

320

329

329

OVS

239

280

280

280

SSLT

256

280

280

280

STD

256

320

384

487

OVS

239

299

358

424

SSLT

256

320

384

424

t

8@3 = 24

Class A

SC Class B

2 1/ 4

Lev

L eh

8@3 = 24

A490

Lev

Class A

SC Class B

Beam Web Design Strength per Inch Thickness, kips/in. Coped at Top Flange Only Hole Leh,* UnType in. coped 11⁄4 STD OVS SSLT

11⁄

Coped at Both Flanges

Lev, in.

Lev, in.

13⁄8

11⁄2

15⁄8

2

3

11⁄4

13⁄8

11⁄2

15⁄8

2

3

2

921

537

540

544

548

559

588

512

519

527

534

556

588

13⁄4

921

546

550

554

557

568

597

512

519

527

534

556

597

11⁄

2

921

504

508

512

515

526

556

478

485

492

500

522

556

13⁄4

921

514

518

521

525

536

565

478

485

492

500

522

565

11⁄2

921

537

540

544

548

559

588

512

519

527

534

556

588

13⁄

921

546

550

554

557

568

597

512

519

527

534

556

597

4

Notes: Support Design STD = Standard holes Strength per Inch OVS = Oversized holes Thickness, kips/in. SSLT = Short-slotted holes transverse to direction of load

1843

N = Threads included X = Threads excluded SC = Slip critical

*Tabulated values include 1⁄4-in. reduction in end distance Leh to account for possible underrun in beam length.

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

9 - 52

SIMPLE SHEAR AND PR MOMENT CONNECTIONS

Fy = 36 ksi Fu = 58 ksi

Table 9-2 (cont.). All-Bolted Double-Angle Connections

7⁄ -in. Bolts 8

Bolt and Angle Design Strength, kips

8 Rows W44, 40, 36, 33, 30

Varies

Angle Thickness, in.

ASTM Thread Desig. Cond.

Hole Type

1⁄ 4

5⁄ 16

3⁄ 8

1⁄ 2

A325

N

—

202

253

303

346

X

—

202

253

303

405

SC

STD

202

233

233

233

OVS

189

198

198

198

SSLT

198

198

198

198

STD

202

253

303

346

OVS

189

236

283

300

SSLT

202

253

300

300

N

—

202

253

303

405

X

—

202

253

303

405

SC Class A

STD

202

253

292

292

OVS

189

236

249

249

SSLT

202

249

249

249

STD

202

253

303

405

OVS

189

236

283

377

SSLT

202

253

303

377

t

7@3 = 21

Class A

SC Class B

2 1/ 4

Lev

L eh

Lev

7@3 = 21

A490

SC Class B

Beam Web Design Strength per Inch Thickness, kips/in. Coped at Top Flange Only Hole Leh,* UnType in. coped 11⁄4 STD OVS SSLT

Coped at Both Flanges

Lev, in.

Lev, in.

13⁄8

11⁄2

15⁄8

2

3

11⁄4

13⁄8

11⁄2

15⁄8

2

3

11⁄2

731

419

422

425

429

438

464

405

411

418

424

438

464

13⁄4

731

425

429

432

435

445

471

405

411

418

424

444

471

11⁄2

731

393

397

400

403

413

439

377

384

390

397

413

439

13⁄4

731

400

403

407

410

420

446

377

384

390

397

417

446

11⁄2

731

419

422

425

429

438

464

405

411

418

424

438

464

13⁄4

731

425

429

432

435

445

471

405

411

418

424

444

471

Notes: Support Design STD = Standard holes Strength per Inch OVS = Oversized holes Thickness, kips/in. SSLT = Short-slotted holes transverse to direction of load

1462

N = Threads included X = Threads excluded SC = Slip critical

*Tabulated values include 1⁄4-in. reduction in end distance Leh to account for possible underrun in beam length.

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

SIMPLE SHEAR CONNECTIONS

9 - 53

Fy = 50 ksi Fu = 65 ksi

Table 9-2 (cont.). All-Bolted Double-Angle Connections 7⁄ -in. Bolts 8

Bolt and Angle Design Strength, kips

8 Rows W44, 40, 36, 33, 30

Varies

Angle Thickness, in.

ASTM Thread Desig. Cond.

Hole Type

1⁄ 4

5⁄ 16

3⁄ 8

1⁄ 2

A325

N

—

227

283

340

346

X

—

227

283

340

433

SC

STD

227

233

233

233

OVS

198

198

198

198

SSLT

198

198

198

198

STD

227

283

340

346

OVS

211

264

300

300

SSLT

227

283

300

300

N

—

227

283

340

433

X

—

227

283

340

453

SC

STD

227

283

292

292

OVS

211

249

249

249

SSLT

227

249

249

249

STD

227

283

340

433

OVS

211

264

317

377

SSLT

227

283

340

377

t

7@3 = 21

Class A

SC 2 1/ 4

Class B

Lev

L eh

7@3 = 21

A490

Lev

Class A

SC Class B

Beam Web Design Strength per Inch Thickness, kips/in. Coped at Top Flange Only Hole Leh,* UnType in. coped 11⁄4 STD OVS SSLT

11⁄

Coped at Both Flanges

Lev, in.

Lev, in.

13⁄8

11⁄2

15⁄8

2

3

11⁄4

13⁄8

11⁄2

15⁄8

2

3

2

819

478

482

486

489

500

530

453

461

468

475

497

530

13⁄4

819

488

491

495

499

510

539

453

461

468

475

497

539

11⁄

2

819

450

453

457

461

472

501

423

430

438

445

467

501

13⁄4

819

459

463

466

470

481

510

423

430

438

445

467

510

11⁄2

819

478

482

486

489

500

530

453

461

468

475

497

530

13⁄

819

488

491

495

499

510

539

453

461

468

475

497

539

4

Notes: Support Design STD = Standard holes Strength per Inch OVS = Oversized holes Thickness, kips/in. SSLT = Short-slotted holes transverse to direction of load

1638

N = Threads included X = Threads excluded SC = Slip critical

*Tabulated values include 1⁄4-in. reduction in end distance Leh to account for possible underrun in beam length.

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

9 - 54

SIMPLE SHEAR AND PR MOMENT CONNECTIONS

Fy = 36 ksi Fu = 58 ksi

Table 9-2 (cont.). All-Bolted Double-Angle Connections

7⁄ -in. Bolts 8

Bolt and Angle Design Strength, kips

7 Rows W44, 40, 36, 33, 30, 27, 24 S24

Varies

Angle Thickness, in.

ASTM Thread Desig. Cond.

Hole Type

1⁄ 4

5⁄ 16

3⁄ 8

1⁄ 2

A325

N

—

176

220

264

303

X

—

176

220

264

352

SC

STD

176

204

204

204

OVS

164

173

173

173

SSLT

173

173

173

173

STD

176

220

264

303

OVS

164

205

246

262

SSLT

176

220

262

262

N

—

176

220

264

352

X

—

176

220

264

352

SC Class A

STD

176

220

256

256

OVS

164

205

217

217

SSLT

176

217

217

217

STD

176

220

264

352

OVS

164

205

246

329

SSLT

176

220

264

329

t

6@3 = 18

Class A

SC Class B

2 1/ 4 Lev

L eh

Lev

6@3 = 18

A490

SC Class B

Beam Web Design Strength per Inch Thickness, kips/in. Coped at Top Flange Only Hole Leh,* UnType in. coped 11⁄4 STD OVS SSLT

Coped at Both Flanges

Lev, in.

Lev, in.

13⁄8

11⁄2

15⁄8

2

3

11⁄4

13⁄8

11⁄2

15⁄8

2

3

11⁄2

639

367

370

373

376

386

412

352

359

365

372

386

412

13⁄4

639

373

377

380

383

393

419

352

359

365

372

392

419

11⁄2

639

344

348

351

354

364

390

329

335

342

348

364

390

13⁄4

639

351

354

358

361

371

397

329

335

342

348

368

397

11⁄2

639

367

370

373

376

386

412

352

359

365

372

386

412

13⁄4

639

373

377

380

383

393

419

352

359

365

372

392

419

Notes: Support Design STD = Standard holes Strength per Inch OVS = Oversized holes Thickness, kips/in. SSLT = Short-slotted holes transverse to direction of load

1279

N = Threads included X = Threads excluded SC = Slip critical

*Tabulated values include 1⁄4-in. reduction in end distance Leh to account for possible underrun in beam length.

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

SIMPLE SHEAR CONNECTIONS

9 - 55

Fy = 50 ksi Fu = 65 ksi

Table 9-2 (cont.). All-Bolted Double-Angle Connections 7⁄ -in. Bolts 8

Bolt and Angle Design Strength, kips

7 Rows W44, 40, 36, 33, 30, 27, 24 S24

Varies

Angle Thickness, in.

ASTM Thread Desig. Cond.

Hole Type

1⁄ 4

5⁄ 16

3⁄ 8

1⁄ 2

A325

N

—

197

247

296

303

X

—

197

247

296

379

SC

STD

197

204

204

204

OVS

173

173

173

173

SSLT

173

173

173

173

STD

197

247

296

303

OVS

184

230

262

262

SSLT

197

247

262

262

N

—

197

247

296

379

X

—

197

247

296

395

SC

STD

197

247

256

256

OVS

184

217

217

217

SSLT

197

217

217

217

STD

197

247

296

379

OVS

184

230

276

329

SSLT

197

247

296

329

t

6@3 = 18

Class A

SC Class B

2 1/ 4 Lev

L eh

6@3 = 18

A490

Lev

Class A

SC Class B

Beam Web Design Strength per Inch Thickness, kips/in. Coped at Top Flange Only Hole Leh,* UnType in. coped 11⁄4 STD OVS SSLT

11⁄

Coped at Both Flanges

Lev, in.

Lev, in.

13⁄8

11⁄2

15⁄8

2

3

11⁄4

13⁄8

11⁄2

15⁄8

2

3

2

717

420

423

427

431

442

471

395

402

410

417

439

471

13⁄4

717

429

433

437

440

451

480

395

402

410

417

439

480

11⁄

2

717

395

399

402

406

417

446

368

376

383

390

412

446

13⁄4

717

404

408

412

415

426

456

368

376

383

390

412

456

11⁄2

717

420

423

427

431

442

471

395

402

410

417

439

471

13⁄

717

429

433

437

440

451

480

395

402

410

417

439

480

4

Notes: Support Design STD = Standard holes Strength per Inch OVS = Oversized holes Thickness, kips/in. SSLT = Short-slotted holes transverse to direction of load

1433

N = Threads included X = Threads excluded SC = Slip critical

*Tabulated values include 1⁄4-in. reduction in end distance Leh to account for possible underrun in beam length.

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

9 - 56

SIMPLE SHEAR AND PR MOMENT CONNECTIONS

Fy = 36 ksi Fu = 58 ksi

Table 9-2 (cont.). All-Bolted Double-Angle Connections

7⁄ -in. Bolts 8

Bolt and Angle Design Strength, kips

6 Rows W44, 40, 36, 33, 30, 27, 24, 21 S24

Varies

Hole Type

1⁄ 4

5⁄ 16

3⁄ 8

1⁄ 2

A325

N

—

150

188

225

260

X

—

150

188

225

300

SC

STD

150

175

175

175

OVS

140

148

148

148

SSLT

148

148

148

148

STD

150

188

225

260

OVS

140

175

210

225

SSLT

150

188

225

225

N

—

150

188

225

300

X

—

150

188

225

300

SC Class A

STD

150

188

219

219

OVS

140

175

186

186

SSLT

150

186

186

186

STD

150

188

225

300

OVS

140

175

210

280

SSLT

150

188

225

282

t

5@3 = 15

Class A

SC Class B

2 1/ 4

Lev

L eh

5@3 = 15

Angle Thickness, in.

ASTM Thread Desig. Cond.

Lev

A490

SC Class B

Beam Web Design Strength per Inch Thickness, kips/in. Coped at Top Flange Only Hole Leh,* UnType in. coped 11⁄4 STD OVS SSLT

Coped at Both Flanges

Lev, in.

Lev, in.

13⁄8

11⁄2

15⁄8

2

3

11⁄4

13⁄8

11⁄2

15⁄8

2

3

11⁄2

548

314

318

321

324

334

360

300

307

313

320

334

360

13⁄4

548

321

324

328

331

341

367

300

307

313

320

339

367

11⁄2

548

296

299

302

305

315

341

280

286

293

299

315

341

13⁄4

548

302

306

309

312

322

348

280

286

293

299

319

348

11⁄2

548

314

318

321

324

334

360

300

307

313

320

334

360

13⁄4

548

321

324

328

331

341

367

300

307

313

320

339

367

Notes: Support Design STD = Standard holes Strength per Inch OVS = Oversized holes Thickness, kips/in. SSLT = Short-slotted holes transverse to direction of load

1096

N = Threads included X = Threads excluded SC = Slip critical

*Tabulated values include 1⁄4-in. reduction in end distance Leh to account for possible underrun in beam length.

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

SIMPLE SHEAR CONNECTIONS

9 - 57

Fy = 50 ksi Fu = 65 ksi

Table 9-2 (cont.). All-Bolted Double-Angle Connections 7⁄ -in. Bolts 8

Bolt and Angle Design Strength, kips

6 Rows W44, 40, 36, 33, 30, 27, 24, 21 S24

Varies

Hole Type

1⁄ 4

5⁄ 16

3⁄ 8

1⁄ 2

A325

N

—

168

210

252

260

X

—

168

210

252

325

SC

STD

168

175

175

175

OVS

148

148

148

148

SSLT

148

148

148

148

STD

168

210

252

260

OVS

157

196

225

225

SSLT

168

210

225

225

N

—

168

210

252

325

X

—

168

210

252

336

SC

STD

168

210

219

219

OVS

157

186

186

186

SSLT

168

186

186

186

STD

168

210

252

325

OVS

157

196

235

282

SSLT

168

210

252

282

t

5@3 = 15

Class A

SC 2 1/ 4

Class B

Lev

L eh

5@3 = 15

Angle Thickness, in.

ASTM Thread Desig. Cond.

Lev

A490

Class A

SC Class B

Beam Web Design Strength per Inch Thickness, kips/in. Coped at Top Flange Only Hole Leh,* UnType in. coped 11⁄4 STD OVS SSLT

11⁄

Coped at Both Flanges

Lev, in.

Lev, in.

13⁄8

11⁄2

15⁄8

2

3

11⁄4

13⁄8

11⁄2

15⁄8

2

3

2

614

361

365

369

372

383

413

336

344

351

358

380

413

13⁄4

614

371

374

378

382

393

422

336

344

351

358

380

422

11⁄

2

614

340

344

348

351

362

392

314

321

328

335

357

392

13⁄4

614

350

353

357

361

372

401

314

321

328

335

357

401

11⁄2

614

361

365

369

372

383

413

336

344

351

358

380

413

13⁄

614

371

374

378

382

393

422

336

344

351

358

380

422

4

Notes: Support Design STD = Standard holes Strength per Inch OVS = Oversized holes Thickness, kips/in. SSLT = Short-slotted holes transverse to direction of load

1229

N = Threads included X = Threads excluded SC = Slip critical

*Tabulated values include 1⁄4-in. reduction in end distance Leh to account for possible underrun in beam length.

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

9 - 58

SIMPLE SHEAR AND PR MOMENT CONNECTIONS

Fy = 36 ksi Fu = 58 ksi

Table 9-2 (cont.). All-Bolted Double-Angle Connections

7⁄ -in. Bolts 8

Bolt and Angle Design Strength, kips

5 Rows W30, 27, 24, 21, 18 S24, 20, 18 MC18

Varies

Hole Type

1⁄ 4

5⁄ 16

3⁄ 8

1⁄ 2

A325

N

—

124

155

186

216

X

—

124

155

186

248

SC

STD

124

145

145

145

OVS

115

124

124

124

SSLT

124

124

124

124

STD

124

155

186

216

OVS

115

144

173

187

SSLT

124

155

186

187

N

—

124

155

186

248

X

—

124

155

186

248

SC Class A

STD

124

155

183

183

OVS

115

144

155

155

SSLT

124

155

155

155

STD

124

155

186

248

OVS

115

144

173

231

SSLT

124

155

186

235

Class A

4@3 = 12

t

SC Class B

2 1/ 4

Lev

L eh

A490

L ev

4@3 = 12

Angle Thickness, in.

ASTM Thread Desig. Cond.

SC Class B

Beam Web Design Strength per Inch Thickness, kips/in. Coped at Top Flange Only Hole Leh,* UnType in. coped 11⁄4 STD OVS SSLT

Coped at Both Flanges

Lev, in.

Lev, in.

13⁄8

11⁄2

15⁄8

2

3

11⁄4

13⁄8

11⁄2

15⁄8

2

3

11⁄2

457

262

265

269

272

282

308

248

254

261

268

282

308

13⁄4

457

269

272

275

279

288

315

248

254

261

268

287

315

11⁄2

457

247

250

253

257

266

293

231

238

244

251

266

293

13⁄4

457

254

257

260

263

273

299

231

238

244

251

270

299

11⁄2

457

262

265

269

272

282

308

248

254

261

268

282

308

13⁄4

457

269

272

275

279

288

315

248

254

261

268

287

315

Notes: Support Design STD = Standard holes Strength per Inch OVS = Oversized holes Thickness, kips/in. SSLT = Short-slotted holes transverse to direction of load

914

N = Threads included X = Threads excluded SC = Slip critical

*Tabulated values include 1⁄4-in. reduction in end distance Leh to account for possible underrun in beam length.

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

SIMPLE SHEAR CONNECTIONS

9 - 59

Fy = 50 ksi Fu = 65 ksi

Table 9-2 (cont.). All-Bolted Double-Angle Connections 7⁄ -in. Bolts 8

Bolt and Angle Design Strength, kips

5 Rows W30, 27, 24, 21, 18 S24, 20, 18 MC18

Varies

Hole Type

1⁄ 4

5⁄ 16

3⁄ 8

1⁄ 2

A325

N

—

139

174

208

216

X

—

139

174

208

271

SC

STD

139

145

145

145

OVS

124

124

124

124

SSLT

124

124

124

124

STD

139

174

208

216

OVS

129

162

187

187

SSLT

139

174

187

187

N

—

139

174

208

271

X

—

139

174

208

278

SC

STD

139

174

183

183

OVS

129

155

155

155

SSLT

139

155

155

155

STD

139

174

208

271

OVS

129

162

194

235

SSLT

139

174

208

235

Class A

4@3 = 12

t

SC Class B

2 1/ 4

Lev

L eh

A490

L ev

4@3 = 12

Angle Thickness, in.

ASTM Thread Desig. Cond.

Class A

SC Class B

Beam Web Design Strength per Inch Thickness, kips/in. Coped at Top Flange Only Hole Leh,* UnType in. coped 11⁄4 STD OVS SSLT

11⁄

Coped at Both Flanges

Lev, in.

Lev, in.

13⁄8

11⁄2

15⁄8

2

3

11⁄4

13⁄8

11⁄2

15⁄8

2

3

2

512

303

306

310

314

325

354

278

285

293

300

322

354

13⁄4

512

312

316

320

323

334

363

278

285

293

300

322

363

11⁄

2

512

286

289

293

297

308

337

259

266

273

281

303

337

13⁄4

512

295

299

302

306

317

346

259

266

273

281

303

346

11⁄2

512

303

306

310

314

325

354

278

285

293

300

322

354

13⁄

512

312

316

320

323

334

363

278

285

293

300

322

363

4

Notes: Support Design STD = Standard holes Strength per Inch OVS = Oversized holes Thickness, kips/in. SSLT = Short-slotted holes transverse to direction of load

1024

N = Threads included X = Threads excluded SC = Slip critical

*Tabulated values include 1⁄4-in. reduction in end distance Leh to account for possible underrun in beam length.

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

9 - 60

SIMPLE SHEAR AND PR MOMENT CONNECTIONS

Fy = 36 ksi Fu = 58 ksi

Table 9-2 (cont.). All-Bolted Double-Angle Connections

7⁄ -in. Bolts 8

Bolt and Angle Design Strength, kips

4 Rows W24, 21, 18, 16 S24, 20, 18, 15 C15 MC18

Hole Type

1⁄ 4

5⁄ 16

3⁄ 8

1⁄ 2

A325

N

—

97.9

122

147

173

X

—

97.9

122

147

196

SC

STD

97.9

116

116

116

OVS

91.1

98.9

98.9

98.9

SSLT

97.9

98.9

98.9

98.9

STD

97.9

122

147

173

OVS

91.1

114

137

150

SSLT

97.9

122

147

150

N

—

97.9

122

147

196

X

—

97.9

122

147

196

SC Class A

STD

97.9

122

146

146

OVS

91.1

114

124

124

SSLT

97.9

122

124

124

STD

97.9

122

147

196

OVS

91.1

114

137

182

SSLT

97.9

122

147

188

Class A Varies

3@3 = 9

t

SC Class B

2 1/ 4

L ev

L eh

A490

L ev

3@3 = 9

Angle Thickness, in.

ASTM Thread Desig. Cond.

SC Class B

Beam Web Design Strength per Inch Thickness, kips/in. Coped at Top Flange Only Hole Leh,* UnType in. coped 11⁄4 STD OVS SSLT

Coped at Both Flanges

Lev, in.

Lev, in.

13⁄8

11⁄2

15⁄8

2

3

11⁄4

13⁄8

11⁄2

15⁄8

2

3

11⁄2

365

210

213

216

220

230

256

196

202

209

215

230

256

13⁄4

365

217

220

223

226

236

262

196

202

209

215

235

262

11⁄2

365

198

201

205

208

218

244

182

189

195

202

218

244

13⁄4

365

205

208

211

215

224

250

182

189

195

202

221

250

11⁄2

365

210

213

216

220

230

256

196

202

209

215

230

256

13⁄4

365

217

220

223

226

236

262

196

202

209

215

235

262

Notes: Support Design STD = Standard holes Strength per Inch OVS = Oversized holes Thickness, kips/in. SSLT = Short-slotted holes transverse to direction of load

731

N = Threads included X = Threads excluded SC = Slip critical

*Tabulated values include 1⁄4-in. reduction in end distance Leh to account for possible underrun in beam length.

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

SIMPLE SHEAR CONNECTIONS

9 - 61

Fy = 50 ksi Fu = 65 ksi

Table 9-2 (cont.). All-Bolted Double-Angle Connections 7⁄ -in. Bolts 8

Bolt and Angle Design Strength, kips

4 Rows W24, 21, 18, 16 S24, 20, 18, 15 C15 MC18

Hole Type

1⁄ 4

5⁄ 16

3⁄ 8

1⁄ 2

A325

N

—

110

137

165

173

X

—

110

137

165

216

SC

STD

110

116

116

116

OVS

98.9

98.9

98.9

98.9

SSLT

98.9

98.9

98.9

98.9

STD

110

137

165

173

OVS

102

128

150

150

SSLT

110

137

150

150

N

—

110

137

165

216

X

—

110

137

165

219

SC

STD

110

137

146

146

OVS

102

124

124

124

SSLT

110

124

124

124

STD

110

137

165

216

OVS

102

128

153

188

SSLT

110

137

165

188

Class A Varies

Angle Thickness, in.

ASTM Thread Desig. Cond.

3@3 = 9

t

SC Class B

2 1/ 4

L ev

L eh

L ev

3@3 = 9

A490

Class A

SC Class B

Beam Web Design Strength per Inch Thickness, kips/in. Coped at Top Flange Only Hole Leh,* UnType in. coped 11⁄4 STD OVS SSLT

11⁄

Coped at Both Flanges

Lev, in.

Lev, in.

13⁄8

11⁄2

15⁄8

2

3

11⁄4

13⁄8

11⁄2

15⁄8

2

3

2

410

244

248

252

255

266

296

219

227

234

241

263

296

13⁄4

410

254

257

261

265

276

305

219

227

234

241

263

305

11⁄

2

410

231

235

238

242

253

282

204

211

219

226

248

282

13⁄4

410

240

244

248

251

262

292

204

211

219

226

248

292

11⁄2

410

244

248

252

255

266

296

219

227

234

241

263

296

13⁄

410

254

257

261

265

276

305

219

227

234

241

263

305

4

Notes: Support Design STD = Standard holes Strength per Inch OVS = Oversized holes Thickness, kips/in. SSLT = Short-slotted holes transverse to direction of load

819

N = Threads included X = Threads excluded SC = Slip critical

*Tabulated values include 1⁄4-in. reduction in end distance Leh to account for possible underrun in beam length.

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

9 - 62

SIMPLE SHEAR AND PR MOMENT CONNECTIONS

Fy = 36 ksi Fu = 58 ksi

Table 9-2 (cont.). All-Bolted Double-Angle Connections

7⁄ -in. Bolts 8

Bolt and Angle Design Strength, kips

3 Rows W18, 16, 14, 12, 10* S18, 15, 12 C15, 12 MC18, 13, 12

Hole Type

1⁄ 4

5⁄ 16

3⁄ 8

1⁄ 2

A325

N

—

71.8

89.7

108

130

X

—

71.8

89.7

108

144

SC

STD

71.8

87.3

87.3

87.3

OVS

66.7

74.2

74.2

74.2

SSLT

71.8

74.2

74.2

74.2

STD

71.8

89.7

108

130

OVS

66.7

83.4

100

112

SSLT

71.8

89.7

108

112

N

—

71.8

89.7

108

144

X

—

71.8

89.7

108

144

SC Class A

STD

71.8

89.7

108

110

OVS

66.7

83.4

93.2

93.2

SSLT

71.8

89.7

93.2

93.2

STD

71.8

89.7

108

144

OVS

66.7

83.4

100

133

SSLT

71.8

89.7

108

141

*Limited to W10×12, 15, 17, 19, 22, 26, 30

Varies

Class A

t

SC Class B

3 3 1

2 /4 L eh

A490

Lev

Angle Thickness, in.

ASTM Thread Desig. Cond.

Lev

3 3

SC Class B

Beam Web Design Strength per Inch Thickness, kips/in. Coped at Top Flange Only Hole Leh,* UnType in. coped 11⁄4 STD OVS SSLT

Coped at Both Flanges

Lev, in.

Lev, in.

13⁄8

11⁄2

15⁄8

2

3

11⁄4

13⁄8

11⁄2

15⁄8

2

3

11⁄2

274

158

161

164

168

177

203

144

150

157

163

177

203

13⁄4

274

164

168

171

174

184

210

144

150

157

163

183

210

11⁄2

274

149

153

156

159

169

195

133

140

146

153

169

195

13⁄4

274

156

159

163

166

176

202

133

140

146

153

173

202

11⁄2

274

158

161

164

168

177

203

144

150

157

163

177

203

13⁄4

274

164

168

171

174

184

210

144

150

157

163

183

210

Notes: Support Design STD = Standard holes Strength per Inch OVS = Oversized holes Thickness, kips/in. SSLT = Short-slotted holes transverse to direction of load

548

N = Threads included X = Threads excluded SC = Slip critical

*Tabulated values include 1⁄4-in. reduction in end distance Leh to account for possible underrun in beam length.

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

SIMPLE SHEAR CONNECTIONS

9 - 63

Fy = 50 ksi Fu = 65 ksi

Table 9-2 (cont.). All-Bolted Double-Angle Connections 7⁄ -in. Bolts 8

Bolt and Angle Design Strength, kips

3 Rows W18, 16, 14, 12, 10* S18, 15, 12 C15, 12 MC18, 13, 12

Hole Type

1⁄ 4

5⁄ 16

3⁄ 8

1⁄ 2

A325

N

—

80.4

101

121

130

X

—

80.4

101

121

161

SC

STD

80.4

87.3

87.3

87.3

OVS

74.2

74.2

74.2

74.2

SSLT

74.2

74.2

74.2

74.2

STD

80.4

101

121

130

OVS

74.7

93.4

112

112

SSLT

80.4

101

112

112

N

—

80.4

101

121

161

X

—

80.4

101

121

161

SC

STD

80.4

101

110

110

OVS

74.7

93.2

93.2

93.2

SSLT

80.4

93.2

93.2

93.2

STD

80.4

101

121

161

OVS

74.7

93.4

112

141

SSLT

80.4

101

121

141

*Limited to W10×12, 15, 17, 19, 22, 26, 30

Varies

Class A

t

SC Class B

3 3 1

2 /4 L eh

A490

Lev

Angle Thickness, in.

ASTM Thread Desig. Cond.

Lev

3 3

Class A

SC Class B

Beam Web Design Strength per Inch Thickness, kips/in. Coped at Top Flange Only Hole Leh,* UnType in. coped 11⁄4 STD OVS SSLT

11⁄

Coped at Both Flanges

Lev, in.

Lev, in.

13⁄8

11⁄2

15⁄8

2

3

11⁄4

13⁄8

11⁄2

15⁄8

2

3

2

307

186

189

193

197

208

237

161

168

176

183

205

237

13⁄4

307

195

199

203

206

217

246

161

168

176

183

205

246

11⁄

2

307

176

180

184

187

198

227

149

157

164

171

193

227

13⁄4

307

186

189

193

197

208

237

149

157

164

171

193

237

11⁄2

307

186

189

193

197

208

237

161

168

176

183

205

237

13⁄

307

195

199

203

206

217

246

161

168

176

183

205

246

4

Notes: Support Design STD = Standard holes Strength per Inch OVS = Oversized holes Thickness, kips/in. SSLT = Short-slotted holes transverse to direction of load

614

N = Threads included X = Threads excluded SC = Slip critical

*Tabulated values include 1⁄4-in. reduction in end distance Leh to account for possible underrun in beam length.

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

9 - 64

SIMPLE SHEAR AND PR MOMENT CONNECTIONS

Fy = 36 ksi Fu = 58 ksi

Table 9-2 (cont.). All-Bolted Double-Angle Connections

7⁄ -in. Bolts 8

Bolt and Angle Design Strength, kips

2 Rows W12, 10, 8 S12, 10, 8 C12, 10, 9, 8 MC13, 12, 10, 9, 8

Hole Type

1⁄ 4

5⁄ 16

3⁄ 8

1⁄ 2

A325

N

—

45.7

57.1

68.5

86.6

X

—

45.7

57.1

68.5

91.4

SC

STD

45.7

57.1

58.2

58.2

OVS

42.3

49.4

49.4

49.4

SSLT

45.7

49.4

49.4

49.4

STD

45.7

57.1

68.5

86.6

OVS

42.3

52.9

63.4

74.9

SSLT

45.7

57.1

68.5

74.9

N

—

45.7

57.1

68.5

91.4

X

—

45.7

57.1

68.5

91.4

SC Class A

STD

45.7

57.1

68.5

73.1

OVS

42.3

52.9