381227182 Table 3 10 pdf PDF

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AISC_Part 3_pps. 62-131

7/1/08

1:32 PM

Page 115

MAXIMUM TOTAL UNIFORM LOAD TABLES

Available Moment, Mn /Ω (2 kip-ft increments) φMn (3 kip-ft increments)

Fy = 50 ksi Cb = 1 φMn Mn/Ω kip-ft ASD

kip-ft LRFD

600

900

590

885

580

870

570

855

560

840

550

825

540

810

530

795

520

780

510

765

500

750

3–115

Table 3–10 (continued)

W Shapes Available Moment vs. Unbraced Length

6

8

10

12 14 16 18 Unbraced Length (0.5-ft increments)

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

20

22

AISC_Part 3_pps. 62-131

7/1/08

1:32 PM

DESIGN OF FLEXURAL MEMBERS

3–116

Fy = 50 ksi Cb = 1 φMn Mn/Ω kip-ft kip-ft LRFD ASD

Available Moment, Mn /Ω (2 kip-ft increments) φMn (3 kip-ft increments)

Page 116

600

900

590

885

580

870

570

855

560

840

550

825

540

810

530

795

520

780

510

765

500

750

Table 3–10 (continued)

W Shapes Available Moment vs. Unbraced Length

22

24

26

28 30 32 34 Unbraced Length (0.5-ft increments)

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

36

38

AISC_Part 3_pps. 62-131

7/1/08

1:32 PM

Page 117

MAXIMUM TOTAL UNIFORM LOAD TABLES

Available Moment, Mn /Ω (2 kip-ft increments) φMn (3 kip-ft increments)

Fy = 50 ksi Cb = 1 φMn Mn/Ω kip-ft kip-ft LRFD ASD 500

750

490

735

480

720

470

705

460

690

450

675

440

660

430

645

420

630

410

615

400

600

3–117

Table 3–10 (continued)

W Shapes Available Moment vs. Unbraced Length

6

8

10

12 14 16 18 Unbraced Length (0.5-ft increments)

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

20

22

AISC_Part 3_pps. 62-131

7/1/08

1:32 PM

DESIGN OF FLEXURAL MEMBERS

3–118

Fy = 50 ksi Cb = 1 φMn Mn/Ω kip-ft kip-ft LRFD ASD

Available Moment, Mn /Ω (2 kip-ft increments) φMn (3 kip-ft increments)

Page 118

500

750

490

735

480

720

470

705

460

690

450

675

440

660

430

645

420

630

410

615

400

600

Table 3–10 (continued)

W Shapes Available Moment vs. Unbraced Length

22

24

26

28 30 32 34 Unbraced Length (0.5-ft increments)

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

36

38

AISC_Part 3_pps. 62-131

7/1/08

1:32 PM

Page 119

MAXIMUM TOTAL UNIFORM LOAD TABLES

Available Moment, Mn /Ω (2 kip-ft increments) φMn (3 kip-ft increments)

Fy = 50 ksi Cb = 1 φMn Mn/Ω kip-ft kip-ft LRFD ASD 400

600

390

585

380

570

370

555

360

540

350

525

340

510

330

495

320

480

310

465

300

450

3–119

Table 3–10 (continued)

W Shapes Available Moment vs. Unbraced Length

6

8

10

12 14 16 18 Unbraced Length (0.5-ft increments)

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

20

22

AISC_Part 3_pps. 62-131

7/1/08

1:32 PM

DESIGN OF FLEXURAL MEMBERS

3–120

Fy = 50 ksi Cb = 1 φMn Mn/Ω kip-ft kip-ft LRFD ASD

Available Moment, Mn /Ω (2 kip-ft increments) φMn (3 kip-ft increments)

Page 120

400

600

390

585

380

570

370

555

360

540

350

525

340

510

330

495

320

480

310

465

300

450

Table 3–10 (continued)

W Shapes Available Moment vs. Unbraced Length

22

24

26

28 30 32 34 Unbraced Length (0.5-ft increments)

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

36

38...