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Tabel Profil Konstruksi Baja

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Page 1: Tabel Profil Konstruksi Baja
Page 2: Tabel Profil Konstruksi Baja

*f'--/L-q L(H l-rJ.V Tq2>U-,/A>.4ttt q I ).;.cr / itq\

[tr. Rudy @unowonDcngon peftunluk fitr. N4OruseO

rubel Prdrl

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Page 3: Tabel Profil Konstruksi Baja

Tabel Profil Konstruksi Baja028050

O Kanisius 1988

PENERBIT KANtstUS (Anggota tKApt)Jl. Cempaka 9, Deresan, yogyakarta 552g1Telepon (0274) 88783, Tereks 2s249, Fax (0274) 63349Kotak Pos 1 12SNk, yogyakarta 55011

Cetakan pertama 1988Cetakan kedua 1g8gCetakan ketiga 1gg0Cetakan keempat l ggoCetakan kelima 1991Cetakan keenam 1gg2Cetakan ketujuh 1gg3

tsBN 979-413-158-X

Hak Clpta dllindungi Undang-undang.Dilarang memperbanyak karya turis ini daram bentuk dan deng-an cara apa pun, termasuk fotokopi,tanpa izin tertulis dari penerbit.

Dicalak oleh percslakan Kanisius yogyakarta

--

Page 4: Tabel Profil Konstruksi Baja

KATA PENGANTAR

Dengan kemajuan teknologi pada dekade 1970 - 1980, ada bebe-rapa profil baja yang ternyata tidak efisien lagi, dan tidak digunakanlagi. Profil lama itu mencakup profil lnormal dan Profil lDlE/DlL/DlN, dan sebagai gantinya telah diproduksi profil baja yang ekonomisyaitu bentuk l- WF (Wide Flange) dan "Structural Tees". Karena itukami berusaha menyusun "Tabel Profil Konstruksi Baja" yang men-cantumkan profil baru tersebut. Selain itu juga kami lengkapi dengan"Engineering Conversion Factors" dan beberapa tabel lain. Kamiharap buku ini dapat berguna bagi para teknisi bangunan dan maha-siswa teknik, baik sipil maupun arsitektur.

Buku ini kami susun berdasarkan buku Steel Design Manual,American lnstitute of Steel Counstruction {AISC), New York, 1983

dan Japan Steel Design Handbook, Tokyo, 1981, serta tabel-tabel dandiktat-diktat kuliah pada Fakultas Teknik Sipil, Universitas GadjahMada, antara 1973 - 1980.

Akhirnya kami ucapkan terima kasih kepada semua pihak yangtelah membantu penerbitan buku, khususnya Bapak lr. Morisco (Uni-

versitas Gadjah Mada) dan lr. Th. A. Adisoebagio (Universitas Tri-sakti), yang telah memberikan banyak petunjuk dan saran. Semulabuku ini kami terbitkan sendiri di bawah nama Penerbitan Yayasan Sa-rana Cipta.

Yogyakarta, Desember 1 987

Penyusun

3

Page 5: Tabel Profil Konstruksi Baja

DAFTAR ISI

Kata Pengant arDaftar lsi

Wide Flange Shapes (lnch.series)Light Beams and Joists (lnch Series)H Bearing Piles (lnch Series)Wide Flange Shapes (Metric Series)Structural Tees (lnch Series)Structural Tees (Metric Series)

35

6

16

18

20242932

33343640M47

I

4S)

5052

il565657

606668

Profil KanalProfil SikuBaja KanalBaja siku-siku samakakiBaja siku-siku tidak samakakiTegangan-tegangan yang diizinkan menurut N 105bGaya-pikul (kekuatan menahan) paku-paku kelingDaftar Koefisien Tekuk rr.r untuk Baja Fe 360R u mus-rumus untuk menentukan/ menghitu ng

penampang batang-batang baja yang ditekan :

[-ight Lip Channelsrtight Channelf-{ollow Structural Tubings (mm Size)Lip Channels in back to back arrangement-ip Channels in front to front arrangementElastic Design Euler Stress Values F'e f or Compression MembersD astic Design Selection TablesEngineering Conversion FactorsI 'cular Hollow Sections .

Page 6: Tabel Profil Konstruksi Baja

Sizes and Section Properties

Wide Flange Shapes

(lnch Serbs)

1

:

I

I

I

a

J

I

I

a

c

4

2

Sectionlndex

WdghtDeoth ofSriction

(A)

Flanoewidlh

(B)

WebThickness

(t, )

FlanoeThickfiess' (tr)

CornerRadius

SectionalArea

lbs/ft kglm tn mm 1n mm rn mm tn mm rn mm in2 cmz

36'WF36 x16-1/2

300

280

260

245

230

446.4

416.7

386.9

364.6

342.3

36.72

36.50

36.24

36.06

35.88

933

927

920

916

911

16.655

16.595

16 555

1 6.51 2

16.475

423

422

421

419

418

0 945

0.885

0.845

0.802

0.765

24.@

22.48

21.46

20.37

19.43

1.680

1.570

1.440

1.350

r.260

42.67

39.88

36.56

34.29

32.OO

1.O2

1.O2

1.O2

1.O2

1.O2

25.9

25.9 .

25.9

25.9

25.9

88.1 7

82.32

76.s6

72.O3

67.73

568.8

531 .1

493.9

467.7

437.O

36" WF

36x12

194

182

170

160

150

135

288 7

270.8

253.0

238.1

223.2

200.9

36.48

36.32

36.1 6

36.0O

35.84

35.5s

927

923

918

914

910

903

12.1 17

12.O72

12.O21

12.OOO

11 .972

1',I.945

308

307

305

305

304

303

o.770o.725

o.680

o.653

o 625

0.598

19.56

18.42

17.27

16.59

15.88

1 5.19

'r.260

1 .180

1.100

1.020

0.940

o.794

32.00

29.97

27.94

25.91

23 88

20.17

0.80

0.80

0.80

0.80

0.80

0.80

20.3

20.3

20.3

20.3

20320.3

57.1 1

53.54

49.98

47.O9

4.1639.70

368.5

345.4

322.5

303.8

284.9

256.1

33"WF33x15-3/4

240

220

200

357.2

327.4

297.6

33.50

33.25

33.OO

851

845

838

15.865

1 5.810'r5.750

403

402

400

0.830

o.7750.7i5

21 08

19.69

18.16

1.400

1.275

1.150

35.56

32.39

29.21

0.96

0.96

0.96

24.4

24.4

24.4

70.52

64.73

58.79

455.0

417.6

379.3

33' WF

33x11-1/2

152

141

130

118

226.2

209.8

193.5

175.6

33.50

33.31

33.1 0

32.86

851

846

841

835

1 1.565

1 1.535

1 1.510

11 .484

294

293

292

292

0.635

0.60s

0.580a

0.554

16.13

15.37'14.73

14.O7

1.055

0.960

0.8s5

o.738

26.80

24.38

21.72

18.74

0.75

0.75

0.75

o.75

19.O

19.O

19.O

19.0

4l.7141.51

38.26

34.71

288.5

267.8

246.8

223.9

30'wF30x15

210

19Q

172

312.5

2828256.0

30.38

30.r229.88

772

765

759

1 5.1 05

15.040

14.985

384

382

381

o.775

0.710

0.65s

19.69

18.03

16.64

1.315't .1 85

1.065

33.40

30.ro27.O5

o.91

o.9ro.91

23.1

23.1

23.1

61.78

55.90

50.65

398.6

360.6

326.8

30'wF*x1O-1/2

132

124

116

108

99

196.4

184.5

172.4

r60.7147.3

30.30

30.16

30.00

29.82

29.U

770

-766762757

753

10.551

10.521

10.500

10.484

10.458

268

267

267

266

266

0.615

0.s85

o.564

0.548

o.522

15.62

14.86

14.33

13.92

13.26

1.000

0.930

o.8so0.760

0.670

25.N23.62

21.59

19.30

17.O2

o.70

o.70o.70

o.70

0.70

17.8

17.8

17.8

17.8

r 7.8

38.83

36.45

34.r331.77

29.11

250.5

235.2

220.2

205.0

187.8

27'WF27 x14

177

160

145

263.4

238.1

215.8

27.31

2t.o826.88

694

688

683

14.090

14.023

13.965

358

356

355

o.725o.658

0.600

18.42

16.71

15.24

1.190

1.O75

o.975

30.23

27.31

24.77

o.86

o.86

o.86

21.8

21.8

21.8

52.10

47.O4

42.68

336.1

303.5

275.4

27' WF

27 x10

114

102

91

u

t

169.7

151.8

139.9

125.O

27.28

27.O7

26.91

26.69

693

688

684

678

10.070

10.018

9.990

9.963

256

254zil253

o.570

o.518

o.490

o.403

14.48

13.16

12.45

1 1.76

0.932

o.827

o.747

o.636

23.67

2r.01

18.97

16.15

o.64

0.64

o.64

o.64

r6.216.2

18.2

r6.2

33.53

30.o1

27.65

24.71

218.3

193.6

178.4

159.4

6

Page 7: Tabel Profil Konstruksi Baja

Moment of lnertia Radius of Gyration Modulus of SectionSectionlndex

Jx Jv x tY Zx Zyin. cml in. cml 1n cm tn cm inr cm3 in3 cm3

20,290.2

18,819.3

17,233.8

16,092.2

14,988.4

844,600

783,rtOO

717,NO

669,900

623,900

1,225.2

1,127.5

1.020.6

9M.7870.9

46,730

46,320

45,880

45,560

45,250

15.17

1 5.12

15.00

14.95

14.88

38.s3

38.40

38.1 0

37.97

37.80

3.73

3.70

3.65

3.62

3.59

9.47

9.40

9.27

9.19

9.12

1, I 05.1

1,031.2

951 .1

892.5

835.5

r 8,1 12.6

16,901.4

15,588.5

14.628.1

13.693.8

147 .1

135.9

123.3''t14.4

105.7

2,410.9

2,227.4

2,O20.9

1,875.0

1,732.4

36'WF36x1p-1/2

12,103.4

1 1,281.5

10,470.0

9,738.8

9,012.1

7,796.1

503,800

469,600

435,800

405,400

375,200

324,500

355.4

327.7

300.6

275.4

250.4

207.1

14,790'r3,640

1 2,510

1 1,460

10,420

8,621

14.56

145214.47

14.38

14 29

14 01

36.98

36.88

36.75

36.s2

36.30

35 58

2.49

2.47

2.45

2.42

2.38

2.28

6.32

6.27

6.22

6.15

6.04

5.79

663.6

621.2

579.1

541.0

502.9

438.6

10,876,4

10,181.5

9.491.4

8,867.O

8,242.5

7,188.6

58.7

54.3

50.o

45.9

41.8

34.7

962.1

890.O

819.5

752.3

685.1

568.7

36' WF

36x12

' 3.585.1'2.312.1

' 1.048.2

565,500

512,500

459,900

874.3

782.4

691.7

36,400

32,570

28.190

13.88

13.79

13 71

35.26

35.03

34.82

3.52

3.48

3.43

8.94

8.84

8.71

811.1

740.6

669.6

13,293.9

12,138.4

10,974.7

1',to.2

99.0

87.8

1.806.2

1,622.6

1,439.0

33" WF

33x15-3/4

3 147.6

7 M2.25,699 0

5 886.9

) 872.4

3 82s.9: 891 .5

s39,200

309,800

278.900

245.100

256.1

229.7

201.4

170.3

10,660

9.562

8,384

7,089

13.50

13.39

13.23

13.02

34.29

34.O1

33.60

33.O7

2.39

2.35

2.29

2.22

6.07

5.97

5.82

5.64

486.4

446.8

4048358.3

7,972.1

7,323.O

6,634.7

5,872.5

44.3

39.8

35.0

29.7

726.1

652.3

573.7

486.8

33" WF

33 x11-1/2

410,100

367.400

328.500

701 I624.6

550 1

29,470

26,OOO

22,900

12 64

12.57

12 48

32.1 0

31 .93

3i.70

3.38

3.34

3.30

8.58

8.48

8.38

649.9

586.1

528 2

10,651 .9

9,606.2

8,657.2

93.7

83.1

73.4

1,535.7

1,362.O

1,203,0

30" wF30 x'15

5 753.1

3 347.1

4 919.1

I 461.O

3 988.6

239,500

222,600

2@,800

185,700

166,000

185.O

169.7

153.2

1 35.1

1 16.9

7,701

7,064

6,377

5,6244,866

12.17

12.11

12.OO

1 1.85

1 1.70

30.91

30,76

30.48

30.10

29.72

2.18

2.16

2.12

2.06

2.OO

5.54

5.49

5.38

5.23

5.08

379.7

354.6

327.9

299.2

269.1

6,223.3

5,81 1.9

5,374.3

4,903.9

4,410.5

35.1

32.3

29.2

25.8

22.4

575.3

529.4

478.6

422.9

367.1

30'WF30 x 1G1/2

:-?qA

:- t1t)

I- aJ

280,1 00

2s0,500

225,400

518.9

458.O

406.9

21.600

19,060

16.940

1 1.36

1 1.31

11 .26

28.85

28.73

28.60

3.16

3.12

3.09

8.03

7.92

7.85

492.8

444.5

402.9

8,077.O

7,285.4

6,603.5

73.7

65.3

58.3

1,207.9

1,O70.3

955.5

27" WF

27 x14

40805 i 169,900

3 604 1 150,000

325671 rgO,OOO

:::33 117,600

149.6

129.5

1 1 5.',I

95.7

6,2285,391

4,791

3,984

1 1.O3

10.96

10.87

10.69

28.O2

27.83

27.61

27.15

2.11

2.O8

2.O4

1.97

5.36

5.28

5.18

s.oo

299.2

266.3

242.8

211.7

4,903.9

4,364.7

3,979.5

3,469.8

29.7

25.9

23.O

19.2

486.8

424.5

377.O

314.7

27'WF27 x10

Page 8: Tabel Profil Konstruksi Baja

I

Wide Flange Shapes

(lnch Soriosl- Contirrred

Sectionlndex

WdghtDeoth ofSection

(A)

Flanoewidih

(B)

WebThickness

(t, )

FlanoeThicknless

(t,CornerRadius

SectioneArea

lbs/ft kg,/m ln mm tn mm tn mm tn mm in mm in2 cFF

24 WF

24x14

160

r45

r30

238.1

215.8

r 93.5

24.72

24.49

24.25

628

622

616

14.091

14.043

14.OOO

3s8

357

356

0.6s6

0.608

0.565

16.66

15.44

14.35

1 .135

1.020

0.900

28.83

25.91

22.86

o.70

0.70

0.70

17.8

17.8

178

47.O4

42.62

38.21

303 :

27a:245 1

24'WF24x12

120

t10r@

178.6

163.7

148.8

24.31

24j624.@

617

614

610

12.088

12.U2

12.OO0

&7306

30s

o.556

o.510

0.468

14.12

12.95

1 1.89

o.930

o.855

o.775

23.62

21.72

19.69

o.70

o.70

0.70

17.8

17.8

17.8

35.29

32.36

29.4ir

227'208 E

189 S

24'WF24 x9

94

84

76

68

139.9

125.O

113.1

101.2

24.29

24.@

23.91

23.71

617

612

607

602

9.061

9.015

8.985

8.961

230

229

228

228

o.516

o.470

o.400.416

13.11

1 1.94

1 1.18

10.57

o.872

o.772

o.682

o.582

22.15

19.61

17.32

14.78

0.54

0.54

0.54

o.54

r3.8

13.8

13.8

13.8

27.63

24.71

22.37

20.00

r 78.3

159 .144.3

r 29.C

21'WF21 x13

142

127

1'.t2

2'-t 1.3

189.O

166.7

z'-t.46

21.24

21.0O

545

539

533

13.132

13.061

13.OOO

334

332

330

0.659

o.588

o.527

16.74

14.94

r 3.39

1.O95

o.985

o.86s

27.81

25.O2

21.97

0.65

0.65

o.65

r 6.5

16.5

16.5

41.76

37.y32.93

269 4

2& -c

212 a

21',WF

21 x996

82

142.9

122.O

21.14

20.86

537

s309.038

8.962

230

228

0.575

0.499

14.61

12.67

o.935

o.795

23.75

20.1 Io.65

o.6s

'r6.5

16.5

28.21

24.10

182.C

155.5

21' Vtr21x*1/4

73

68

82

55

108.6

101.2

92.27

8r.85

21.24

21 .13

20.99

20.80

539

537

533

528

8.295

8.270

8.2n8.215

z'.t 1

210

209

209

o.455

o.430

o.400

0.375

r 1.56

ro.92

10.16

9.52

o.7Qo.685

0.615

o.522

18.m

17.q15.62

13.26

Q.54

o.54

0.54

o.54

13.7

13.7

13.7

13.7

21.46

20.o2

18.23

r 6.18

138.5

r 29.2

117.6

104.4

18'WF18x11-3/4

114

105

96

169.7

156.3

142.9

18.48

18.32

18.16

469

465

461

11.833

11 .792

1 1.750

301

300

298

0.59s

o.554

o.512

15.1 1

14.O7

13.OO

o.991

o.911

0.831

25.17

23.14

21 .11

o.60

o.60

o.60

15.2

15.2

15.2

33.51

30.86

28.22

216.2

1 99.1

1 82.1

18', WF

18x8-3/4

85

77

70

u

126.5

114.8

[email protected]

95.24

r8.32

18.16

18.00

17.87

465

461

457

454

8.838

8.787

8.750

8.715

224

223

222

221

o.526

0.475

0.438

o.rrc3

13.36

12.O7

1 1.13

10.24

o.911

o.831

o.751

o.686

23.14

21.OO

19.O8

17.42

o.60

o.60

0.60

o.60

15.2

15.2

15.2

15.2

24.97

22.63

20.56

r8.s

101.1

146.0

132.6

121.3

18' WF

18x7-1/2

60

55

50

45

89.29

81.85

74.41

66.97

19.25

r8.12

18.00

17.86

4U460

457

4il

7.558

7.532

7.500

7.477

192

191

191

190

0.416

o.390

o.358

o.335

10.57

9.91

9.09

8.51

o.695

0.630

o.570

0.499

17.65

16.00

14.48

12.67

o.43

o.43

0.43

0.43

10.9

ro.9

10.9

ro.9

17.84

r0.r914.71

13.24

r r3.8

to4.5

94.9

85.4

8

r-

Page 9: Tabel Profil Konstruksi Baja

LI-

{

a

r'

3550E5

1.7

t8)-9

t3)-a

i-3

o

1

9

5

0

5

tID

l

)

Mornent of lnertia Radius of Gyration Modulus of SectionJv ix ty Sectionlhdexin. cml

Zx Zyin! cm3

tn cml tn cm tn cm in, cm3

5,1r0.3

4,561.O

4,O09.5

212,7@

189.900

166.900

492.6

434.3

375.2

20,510

18,080

15,620

10.42

10.34

10.24

26.47

26.26

26.O1

3.23

3.19

3.13

8.20

8.10

7.95

6.81

6.76

6.68

413.5

372.5

330.7

6,777.3

6,105.3

5,420.2

69.9

61 .8

53.6

1,145.7

1,012.9

878.5

24"WF24x14

3,635.3

3.3r5.O

2.987.3

151,300

138,OOO

124,m

254.O

229.1

203.5

ro.570

9,537

8,471

10.15

10.12

10.o8

25.78

25.70

25.60

2.68

2.66

2.63

299.r

274.4

248.9

220.9

r96.3

175.4

1 53.1

4,90.2.2

4,497.4

4,O79.5

42.O

38.O

33.9

688.4

622.8

5s5.6

24'. WF

24x12

2,683.O

2,364.3

2,096.4

r,814.5

111,700

98,420

87,270

75.530

102.2

88.3

76.5

63.8

4,254

3,676

3,184

2,656

9.85

9.78

9.68

9.53

25.O2

24.84

24.59

24.2.1

1.92

1.89

1.85

1.79

4.88

4.80

4.70

4.55

3,620.6

3.217.4

2,874.8

2,590.3

22.6

19.6

17.O

14.2

370.4

321.2

278.6

232.7

24'. wF24x9

3.403.1

3,O17.2

2.620.6

2.088.9

1.752.4

141,700

125,600

109.100

385.9

338.6

289.7

16,060

14,100

12.060

9.03

8.99

8.92

22.94

22.83

22.66

3.04

3.O1

2.96

7.72

7.64

7.52

317.2

284.1

249.6

5,1 98.9

4,656.4

4.O90.9

3.238.7

2.753.5

58.8

51 .8

44.6

963.7

849.0

731.O

21".,1

WF

x13

86,960

72,950

109.3

89.6

4,550

3,730

8.60

8.53

21.84

2'.1.67

1.97't.93

5.OO

4.90

197.6

168.O

24.2

20.o

396.6

327.8

21" WF

21 xg

1.600.3

't,478.3

1,326.8

1,1&.7

66,620

6t,5@55,230

47.490

66.2

60.4

53.1

4.O

2,756

2,514

2,210

1,832

8.64

8.59

8.53

8.&

21.94

21.82

21.67

21.34

1.76

1.74

1.71

1.65

4.47

4.42

4.34

4.19

r 50.7

139.9

126.4

109.7

2.470.O

2,293.O

2,O71.7

1,798.O

3,607.4

3,314.0

3,O22.3

16.0

14.6

12.9

10.7

262.2

239.3

211.4

175.4

21' WF

21x8-1/4

2.033.8

!.852.5

1,674.7

1.429.9

1,286.8

1.153.9

1,O45.8

84,660

77,120

69,710

255.6

231.O

206.8

10,640

9,616

8,609

7.79

7.75

7.70

19.79

19.68

19.56

2.76

2.73

2.71

7.O1

6.93

6.88

220.1

202.2

184.4

43.2

39.2

35.2

708.0

642.5

576.9

18" WF

18 x 11-3/4

59,520

53.570

48,O30

43,530

99.4

88.6

78.5

70.3

4,138

3,688

3,268

2,926

7.57

7.54

7.49

7.46

19.23

19.15

r9.o2

18.95

2.@

1.98

1.95

1.93

5.08

5.03

4.95

4.90

1 56.1

141.7

128.2

1 l7.O

2,558.s

2,322.5

2,101.2

1,917.6

22.5

20.2

17.9

l6.r

368.8

331.1

293.4

263.9

18'WF18 x8-3/4

984.0

889.9

[email protected]

704.s

40.960

37,UO

33.330

29,330

47.1

42.O

37.2

31.9

1,961

1,781,54t!

1,328

7.47

7.41

7.38

7.30

18.97

18.82

18.74

18.54

1.63

1.6r

I.59

1.55

4.'.14

4.O9

4.U3.94

107.8

98.2

89.0

78.9

1,766.8

r,609.5

1,458.7

1,293.2

12.5

11.1

9.9

8.s

2U.9181.9

162.3

139.3

18'WF18x7-1/2

I

Page 10: Tabel Profil Konstruksi Baja

Wide Flange Shapes

llnch Serieo)-Continued

Sectionlndex

WeightDeoth ofSriction

(A)

Flanoewidth

(B)

WebThickness

(t,iFlanoe

Thickfress( tz)

CornerRadius

SectionalArea

lbs/ft kglm tn mm 1n mrTt ln mm tn mm ln mm in2 cmr

16'WF16x11-1/2

9688

142.9

131.O

16.32

16.16

415410

1 1.533

1 1.502

293292

o.535o.5@

13.59

12.80

o.875o.795

22.2320.1 I

0.60o.60

15.2

15.2

28.22.

25.87

1 82.1

167.0

16'WF16xB-1/2

78

71

6458

116.1

105.7

95.2486.31

16.32

16.16

16.00

15.86

415410406403

8.5868.5438.5008.464

2'.\.8

217

216215

o.529o.486o.443o.N7

13.M12.34

11.25

10.34

0.875o.7950.715o.645

22.2320.1918.16

16.38

0.600.60o.600.60

15.2

15.2

15.2

15.2

2},0220.8618.80't7.o4

147.9

134.6

121.3

109.9

16'wF16 x7

5045N36

74.41

66.9759.5353.57

16.25

16.12

16.0015.85

413/tOg

/tOo

403

7.O73

7.0397.@O

6.992

180

179

178178

0.3800.346

0.3070.299

9.658.797.807.59

o.628o.563o.503o.428

15.95

14.3012.78

10.87

0.43o.430.43o.43

10.9

10.9

10.9

10.9

14.70

13.24

11.77

10.59

94.8

85.4

75.9

68.3

14'WF14x16

426398370342

*3zo

314287264246237228219211

202193

184176

167

158

150

142

634.O

592.3550.6s09.0476.2

'467.3

427.1

392.9366.1

352.7

339.3325.9314.0300.6

287.2

273.8261.9248.5

235.1

223.22'.t't.3

18.69

18.31't7.94

17.56

16.81

1'7.19

16.81

16.50

16.2s16.12

16.00

15.87

15.75

15.63

15.50

15.38

15.25

15.12

15.OO

14.88

14.75

475465456446427437

427419413409406403

400397394391

387384381

378

375

16.695

16.59016.47516.365

16.710162351 6.1 3016.025

15.945

15.9r O

15.865

15.825

15.80015.75015.710

15.66015.64015.60015.55015.515

15.500

424421

418416424412410

407

405404403402401

400

39939839739639s394394

1.875

1.7701.655

1.545

1.890

1 .415

1.310

1.205

1.1251.090

1.O45

1.OO5

0.9800.9300.8900.8400.8200.7800.7300.695o 680

47.6344.9642.O4

39.2448.O1

35.94

33.27

30.61

28.5827.e9

26.5425.5324.8923.62

22.61

21.3420.8319.81

18.54

17.65

17.27

3.O33

2.8432.6s82.4682.0932.2832.0931.938

1 .813

1.7481.688

1.623

1.563

1.503

1.438

1.378

1.313

1.2481 ,188

1.1281.063

77.O4

72.21

67.51

62.6953.1 6

57.9953.1 6

49.23

46.05M.4042.8841.22

39.7038.1 8

36.5335.O0

33.3531.7030.1 I28.6527.OO

o.600.600.600.600.600.600.600.600.60o.60o.600.600.600.60

0.600.600.600.600.600.600.60

15.2

15.2

15.2

15.2

15.2

15.2

15.2

15.2

15.2

15.2

15.2

15.2

15.2

15.2

15.2

15.2

15.2

15.2

15.2

15.2

15.2

125.25

1 16.98

108.78100.59

94.12

92.3084.3777.6372.33

69.6967.0664.3662.O7

s9.3956.7354.O7

51.7349.O9

46 47

44.O8

41.85

808.1

754 t'

701.8

649.C

607.2

595.s

544.3

500 E

466.62t49.6

432.e

415.2

400.s

383 2366.C

348.8

333.7

316 7

299.8

284.1

270.C

14' WF

14x1+1/2

136

127

119

111

103

9587

202.4189.O

177.1

165.2

153.3

141.4

129.5

14.75

14.62

14.5014.37

14.25

14.12

14.00

375371368365362359356

14.7N14.69014.65014.62014.575

14.54514.500

374373372371370369368

0.6600.6100.570o.s40o.495o.465

o.420

16.76

15.49

14.48

13.72

12.57

1 1.81'to.67

1.063

o.9980.938o.873o.813

o.748o.688

[email protected]

23.8322.17

20.6519.OO

17.48

0.600.600.60o.600.60

0.600.60

15.2

15.2

15.2't5.2

15.2

15.2

15.2

39.9837.3334.9932.6530.2627.9425.56

257.9

2N.8225.7

210.6

195.2

180.3

164.9

10f,lote: * Column Core Section

Page 11: Tabel Profil Konstruksi Baja

I

!

I

i

I

I

I

lI

I

;

!

i

i

i

!

I

i

t

IIII]D

Il]lIII

Moment of lnertia Radius of Gyration Modulus of SectionSec6onlndexJx J tx ty Zx Zy

in. cml inl cml tn cm In cm inr cm3 in3 cmr

1 ,355.11,222.6

56,41050,890

207.O

185.2

8,6257 .710

6.936.87

17.60

17.45

2.71

2.67

6.886.78

1 66.1

151.3

2,722.42.479.8

35.9

32.2

588.4527.8

16',WF16 x11-1/2

1,042.6

936.9833.8?46.4

43,400

39,OO0

34,71031,700

87.5

77.9

68.4

60.5

3,6423.2432,847

2,518

6.746.706.66

662

17.12

17.01

16.92

16.81

1.95

1.93

1.91

1.88

4.954.904.854.78

127.8

1 15.9

104.2

94.1

2,094.61,899.6

1,707.8

1.542.3

20.4

18.2

16.1

14.3

334.4298.3263.9234.4

16" WF

16 x8-1/2

655.4583.3

515.5446.3

27,28024,28021,46018,580

34.830.526.522.1

1,491,2701,103

920

6.686.646.626.49

16.97

16,8616.81

16.48

1.54

1.62

1.50

1.45

3.91

3.863.81

3.68

80.7

72.4

64.4

s6.3

1,322.7

1,186.6

1,055.5

922.8

9.88.7

7.6

6.3

160.6

142.6

124.6

103.2

16'WF16 x7

5,610.3

5.013.7

5,454.2.1.91 1 .5

1.141.7.1,399.4

3,91 2.'l

3,526.0

3.228.9

3.080 9

2.942.4

2.798.2

2.671 .4

2.538.8

2 402.4

:2748: 149.6

:3208' :"lO 6--369"a122

275,200250,300227,OOO

204,400172,4001 83,1 00

162,800146.800134,400128,200122,5001 16.500

11 1,200

105,700100,ooo

94,70089,48084,12019,12074,380

69,610

2,359.5 I

2.169.711,986 0

|

1,806 9 I

16351I1 .631 .4 I

1,466.5 |

1.331.2 I

1,226.61

1 ,1 74.8 |

1,124811,O73.2

1,028.6

979.7

930 1

882.7

837.9790.2

745 0702.5

660.1

98,22090,32082,67075,220

68,07067,91061,05055,42051,06048,90046,82044,68042,82040,780

38,72036,74034.88032,89031.01029,24027.480

7.26

7.17

7.08

6.996.636.906.81

6.746.68

6.65

6.62

6596.566.546.51

6.49

6.45

6426.406.37

6.32

18.44

18.21

17.98

17.75

16.84

17.53

17.30

17.12

16.97

16.89

16.8',r

16.74

16.66

16.61

16 5416.48

16.38

1 6.31

16.26

16.1 8'r6.o5

4.344.31

4.27

4.244.174.204.17

4.144.12

4.11

4.104.084.O7

4.064.05

4.O4

4.O2

4.01

4003.99

3.97

11 .O2

10.95

10.84

10.77

10.59

10.67

10.59

10.52

10.46

10.M10.41

10.36

10.34

10.3'l

10.29

10.26

10.21

1 6.1810.1 6

10.1 3

10.o8

707.46s6.9608.1

559.4492.851 1.9

465.54?7.4

397.4382.2

367.8352.6

339.2324.9

310.O

295.8281.9267.3

253.4

240.2

226.7

1 1,594.3 I

10,766.6 |

9.966.8 I

9,168.6 I

8,077.0 |

8,390.0 |

I

7,629.5 ]

7,005.1

6,513.46,264.2

6,O28.2

5,779.1

5,559.5

5,325.1

5,080.9

4,848.24,620.34,381.04,153.2

3,936.93.715.6

282.7

261.6

241.1

220.8

195.7

201.0181.8

1 66.1

153.9

147 .7

141.8

135.6

130.2

124.4

1 18.4

112.7

1 07.1

101.3

9s.890.6

85.2

4,633.44,287.6

3,951.63,618.9

3.207.53,294.42,979.7

2,772.42,522.42,420.82,324.1

2,222.52,134.O

2,038.91,940.6

1,847.2

1,755.4

1,660.3

1,570.2

1,484.9

1,396.4

14"WF'14 x 16

i' 593 0 66.310'.1.767 61,470. :73 1 57,160' :66 5 52,720

'65 8 48,530' f53 5 44,270

316,6I 4O,25O

567.7

527.6491.8454.9419.7

383.7349.7

23,63021,9602A,47018,94C)

17,470r 5,97014,560

6.31

6.29

6.266.236.21

6.1 7

6.15

16.03

15.98

15.90

15.82

15.77

15.67

15.62

3.773.763.753.733.723.71

3.70

9.58

9.559.529.47

9.459.429.40

216.0202.O

189.4

176.3

163.6

150.6

138.1

3,54o.23,310.7'

3,104.32,889.62,681.4

2,468.32,263.4

77.O

71.8

67.'l

62.2

57.6

52.8

48.2

1,262.01,176.8

1,099.8

1,019.4944.1

865.4790.O

14'WF14x1+1/2

11

Page 12: Tabel Profil Konstruksi Baja

Wide Flange Shapes

( lnch Seriesl - Continued

Sectionlndex

WeightDeoth ofSection

(A)

Flanoewidih

(B)

WebThickness

(t, )

FlanoeThickicss

(trICornerRadius

SectirarAre

lbs/ft kg/m ln mm in mm tn Jnm tn mm tn mm in2 cn'

14"WF

14x1284

78

125.0

1 16.'l

14.18

14 06

360

357

12 023

12000

305

305

0 45'r

o 428

1 1.46

1 1.87

o.778

o 718

19 76

18 24

0.60

o.60

15.2

15.2

24.71.

22.94

'l5g 4

14E :

14'WF14x10

74

68

61

110.1

101.2

90.78

14.r 9

14.06

13.91

360

357

353

10.o72

10.040

10.000

256

255

254

o.450

o.418

o.378

1 1.43

10.62

9.60

o.783

o.718

0.643

19.89

18.24

16.33

o.60

0.60

o.60

15.2

15.2

15.2

?1.76

20.oo

17.94

14O r12S :il5-

14' WF

14 x8

53

48

43

78.A7

71.43

63.99

13.94

13.81

13.68

354

351,.

347

8.062

8.031

8.000

205

204

203

0.370

0.339

0.308

9.40

8.61

7.82

0.6s8

o.s93

o.528

16.71

15.06

13.41

o.60

o.60

o.60

15.2

15.2

15.2

15.59

14.1I

12.65

r00 [91i81 r

14' WF

14x6-3/4

38

34

30

56.55

50.60

M.&

14.12

14.OO

13.85

359

356

352

6.776

6.750

6.733

172

171

171

0.313

o287

o.270

7.95

7.29

6.86

0.513

0.453

0.383

13.03

1 1.51

9.73

0.43

0.43

o.43

10.9

10.9

10.9

11.17

10.oo

8.81

72'645

56.r

12'WF12x12

190

151

133

120

106

99

92

85

79

72

65

282.8

239.6

197.9

178.6

157.7

147.3

136.9

126.5

1 17.6

107.1

96.73

14.38

13.88

13.38

13.12

12.88

12.75

12.62

12.50

12.36

12.25

12.12

365

353

340

333

327

324

3?1

318

314

311

308

12.670

12.515

12.365

12.320

12.230

12.190

1 2.1 55

1 2.1 05

12.080

12.ON

12.OOO

322

318

314

3r3311

310

309

307

307

306

305

1.060

o.905

o.755

0.710

0.620

0.580

o.545

o.495

o.470

0.430

o.390

26.92

22.99

19.18

18.O3

15.75

14.73

13.84

12.57

1 1.94

10.92

9.91

1.736

1.486

1.236

1.106

o.986

o.921

o.856

0.796

o.736

o.671

0.606

4.O937.74

31.39

28.09

25.M23.39

21.74

20.22

18.69

17.U15.39

0.60

o.60

0.60

o.60

o.60

o.60

0.60

0.60

o.60

o.60

0.60

15.2

15.2

15.2

15.2

15.2

15.2

15.2

15.2

15.2

15.2

r5.2

55.86

47.38

39.11

35.31

31.19

29.O9

27.06

24.98

23.22

21.r619.11

360.4

305.7

252.3

227.8

201.2

187.7

174.6

161.2

149.8

136.5

123.3

12',WF

12x1058

53

86.31

78.87

12.19

12.06

310

306

10.o14

ro.0@

254

254

o.359

o.345

9.12

8.76

0.641

o.576

16.28

14.63

o.60

0.60

15.2

1s.2

17.06

r5.59

t 10.1

100.6

12'.WF

12 x8

50

45

&

74.41

66.97

59.53

12.19

r2.06

1 1.94

310

306

303

8.O77

8.O42

8.mo

262*203

0.37r

0.336

0.294

9.42

8.s3

7.47

0.641

0.576

o.516

r6.28

14.03

13.11

0.60

0.60

0.00

15,2

15.2

15.2

14.71

13.24

11 .17

94.9

85.4

75.9

12' .WF12x6-112

36

31

27

53.57

46.13

@.18

'12.24

12.09

1 1.96

311

307

3o/1

6.565

6.525

6.500

167

166

165

0.305

0.265

o.2N

7.75

6.73

6.10

o.540

0.465

0.400

13.72

11.81

10.16

o.37

0.37

0.37

9.rto

9.40

9.40

10.59

9.12

7.97

68.3

58.8

51.4

12

Page 13: Tabel Profil Konstruksi Baja

!

)ttt'

i3l,:-

[4

c:

,ta

ra

L

t1ia

Moment of lnertia Radius of Gyration Modulus of SectionSection

lndexJx Jy x tY Zx Zy

inr cm' int cml tn cm in cm in3 cm3 in3 cm3

928.4

851.2

38,6s0

35,430

225.5

206.9

9,387

8.613

6.13

6.O9

15.57

15.47

3.02

3.OO

7.67

7.62

130.9

121.1

2.145.4

1,984.8

37.5

34.5

614.6

565.4

14'WF14x12

796.8

724.1

641.5

33,170

30,1rto

26,76

133.5

121.2

107.3

5,557

5,O45

4,467

6.O5

6.02

5.98

15.37

15.29

15.19

2.48

2.46

2.45

6.30

6.25

6.22

112.3

r03.0

92.2

1,840.6

1,688.1

1,511.2

26.5

24.1

21.5

434.3

39s.0

352.4

|.14'WF14 x'tO

542.1

484.9

429.O

22,570

20,180

r7,860

57.5

51.3

45.r

2,394

2,136

1,877

5.90

5.86

5.82

14.99

14.88

14.78

1.92

1.91

1.89

4.88

4.85

4.80

77.8

70.2

62.7

1,275.1

1,150.6

1,O27.6

14.3

12.8

1 1.3

234.4

209.8

185.2

14'WF14 x8

385.3

339.2

289.6

1,892.5

1,541.8

',,221-2

i,o71.7

930.7

858.5

788.9

723.3

663.O

597.4

533.4

16,040

14,124

r2,060

24.6

21.3

17.5

1,O24

886.8

728.5

5.87

5.83

5.73

14.91

14.81

14.55

1.49

1.46

1.41

3.78

3.71

3.58

54.6

It8.5

41.8

894.9

794.9

685.1

7.3

6.3

5.2

1 19.6

1o3.2

85.2

14'WF14x6-3/4

78,780

64,180

50,840

u,61038.740

35,7N32,W30.r 10

27,ffi24,870

22,2@

589.7

48,6.2

389.9

345.r

300.9

278.2

256.4

235.5

216.4

195.3

174.6

24,550

20,2N16,230

14,360

12,520

11,580

10,670

9.803

9,008

8,130

7,268

5.82

5.70

5.59

5.5r

5.46

5.43

5.40

s.38

5.34

5.31

5.28

14.78

14.48

14.24

14.OO

13.87

13.79

13.72

13.66

13.56

13.49

13.41

3.25

3.20

3.16

3.13

3.11

3.O9

3.08

3.O7

3.Os

3.04

3.02

8.26

8.13

8.03

7.95

7.90

7.85

7.82

7.82

7.75

7.72

7.67

263.2

222.2

182.5

163.4

144'.5

13tl-.7

125.0

1 15.7

107.1

97.5

88.0

4,313.8

3,641.8

2,991.?

2,678.1

2,368.4

2,207.7

2,O48.8

1,896.3

1,755.4

1.598.0

1,42.3

93.1

77.7

63.1

s6.0

49.2

45.7

42.2

38.9

3s.8

32.4

29.1

1,525.9

1,273.5

't,ou.2

917.8

806.4

749.O

691.6

637.6

586.8

531.O

476.9

12' WF

12x',|2

476.1

4?6.2

19,820

17,7&1o7.4

96.1

4,471

4,000

5.28

5.23

13.41

13.28

2.51

2.48

6.38

6.30

78.1

70.7

1,280.0

1,158.8

21.4

19.2

350.7

314.7

12'WF12x10

394.5

350.8

3r0.1

10,420

14,600

12,910

56.4

so.o

4.1

2,W2,081

1,836

5.18

5.15

5.13

13.16

13.O8

13.O3

1.96

1.94

1.94

4.98

4.93

4.93

u.758.2

51.9

1,060.4

953,9

850.6

't4.o

12.4

11.0

229.5

203.2

r80.3

12'WF12 x8

280.8

238.4

[email protected]

1r,690

9,924

8,498

23.7

19.8

16.6

986.6

824.2

691.O

5.15

5.t I5.06

13.O8

12.98

12.85

1.50

1.47

1.4

3.81

3.73

3.66

45.9

39.4

34.1

752.3

645.8

558.9

7.2

6.t

5.1

118.O

100.o

83.6

12'WF12x6-1/2

13

Page 14: Tabel Profil Konstruksi Baja

Wide Flange Shapes

{ lnch Series)- Continued

SectionIndex

WeightDeoth ofSriction

(A)

Flanoewidih

(B)

WebThickness

(t, )

FlanoeThickiess

(tr)CornerRadius

SectionaArea

lbs/ft kg/m tn mm tn mm tn mm tn mm tn mm inz

10' wF10x10

112too89

77

72

66

6054

49

166.7

148.8

132.4

114.6

107.1

98.22

89.29

80.36

72.92

1 1.38

11.12

10.88

10.62

10.50

10.38

10.25

10.12

10.00

289

282276270267

264260257

254

10.415

10.345

10.275

10.195

r0.170t0.r 17

10.o75

10.028

10.000

265

263

261

259

258

257

256

255

254

o.755

o.685

0.615

0.535

o.510

o.457

0.415

0.368

o.340

1 9.18

17.Nr 5.62

13.59

12.95

1 1.61

1o.il9.35

8.64

1.281.1l8o.998

o.868

o.808

o.748o.683

0.618

o.5s8

31.70

28.Q25.35

22.O5

20.52

19.OO

17.35

15.70

14.17

o.50

0.50

0.soo.50

0.50

o.50o.50'o.50

o.50

12.7

12.7

12.7

12.7

12.7

12.7

12.7

12.7

12.7

32.92

29.43

26.19

22.67

21.18

19.41

r 7.66

15.88

14.&

Zt-L

183 !169 :

14€ ;13a i125 :1 13;102:

Q]E

l0' wF10 xg

45

39

33

66.97

58.04

49.1r

10.12

9.94

9.75

257

252248

8.O22

7.990

7.964

2U203

202

o.3so0.318

o.292

8.89

8.08

7.42

0.6r8o.528

0.433

r5.7013.41

11.00

o.50

o.50

0.50

12.7

12.7

12.7

13.24

r 1.48

9.7r

8Ss :rB7l :':gOrt '-l

r0'wFtoxS-3/4

29

25

21

43.16

37.20

31.25

10.22

10.08

9.90

260

256

251

5.799

5.7625.750

147

146

r46

o.289

o.252o.2&

7.U6.40

6.10

o.s00o.430

o.3@

12.70

1o.92

8.64

o.32

0.32

o.32

8.12

8.12

8.12

8.53

7.35

6.19

Et rJ-i

4lu 3a

3SI :6

8' wF8x8

67

58

48

&35

31

99.71

86.31

71.43

59.53

52.09

46.13

9.00

8.75

8.50

8.25

8.12

8.OO

229

222

216

210

206

203

8.287

8.222

8.117

8.O77

8.O27

8.000

210

209

206

205

2U203

0.575

0.510

0.405

0.365

0.315

0.288

14.61

12.95

r0.29

9.27

8.00

7.32

0.933

o.808

o.683

o.558

0.493

o.433

23.70

20.52

17.35

14.17

12.52

11.00

0.40

o.40

o.€o.40

o.40

o.@

10.2

10.2

10.2

10.2

10.2

10.2

t9.70

17.06

14.11

1 1.76

r0.30

9.12

121

l lcOlr

7G!

6CE

5€.r

8' WF

8xe-1/228

24

41.67

35.72

8.06

7.93

205

201

6.540

8.500

166

165

0.285

o.2457.24

6.22

0.463

0.398

r 1.76

10.11

o.40

0.40

10.2

10.2

8.23

7.06

E?

45!

8' WF

8x5-1/420

17

29.74

25.30

8.14

8.@

207

203

5.268

5.250

r34133

o.2N0.230

6.30

5.84

0.378

0.308

9.60

7.82

0.32

o.32

8.r 2

8.12

5.88

5.OO

3;I E51.-r tr

8' WF

6x6

25

20

15.5

37.20

29.7A

23.O7

6.37

8.20

6.OO

182

157

152

6.080

6.018

6.000

154

153

152

0.320

0.258

o.2&

8.13

6.55

6.10

'0.456

0.367

0.269

I r.58

9.32

6.83

0.25

0.25

0.25

6.35

6.35

6.35

7.35

5.88

4.59

4lr 13

Jit ('

23! r5'WF5x5

18.5

18

27.63

23.81

5.12

5.OO

130

127

5.025

5.0oo

128

127

0.265

o.2&6.73

6.10

o.420

0.360

10.67

9.14

0.30

0.30

7.A2

7.A2

5.45

4.703s: 5trj :-

4' WF4x4 13 19.35 4.16 106 4.0@ 122 0.280 7 .11 0.345 8.30 0.313 7.95 3.82 :DC "

14

Page 15: Tabel Profil Konstruksi Baja

;f "r,]: il.:I"'7'ts'h

In-lrI crrt

I 212.II t8(}.9teor.6 3

r35 G

r252tt391CZs

92.9

86.71162r

55017a3tlt

127'rl0.9rc7GE

66558r

53'455

32:

47.r/sztc

36:r3

,.C.

I

Y

Mornent of lnertia Radius of Gyration Modulus of SectionSectionlndex

Jx Jy x v Zx l^Jx\ Zy t^s -r\in. cml in. cml tn cm tn cm in3 cm3 in3 cm3

718.7

625.0

542.4

457.2

420.7

382.5

3/.3.7

305.7

272.9

29,92026,O20

2258019,030

17,510

15,920

14,310

12.720

11.360

235.4

206.6

180.6

153.4

141.8

129.2

1 16.5

103.9

93.O

9,799

8,600

7,518

6.386

5,903

5,378

4,850

4,325

3,871

4.67

4.61

4.55

4.49

4.46

4.44.41

4.39

4.35

1 1.89

11.71

1 1.56

1 1.40

1 1.33

11.28

11.20

1 1.15

1 1.O5

2.67

2.65

2.63

2.60

2.s9

2.58

2.57

2.56

2.54

6.78

6.73

6.68

6.606.58

6.55

6.53

6.506.45

126.3

112.4

99.7

86.1

80.1

73.7

67.1

60.4

54.6

2,O70.O

1,842.2

1.634.1

1,411.2

1,312.8

1,207.9

1,099.8

990.O

894.9

45.2

39.9

35.2

30.1

27.9

25.5

23.1

20.7

18.6

[email protected]

654.O

576.9

493.3

457.3

417.9

378.6

339.3

304.8

10'WF10x10

248.6

209.7

170.9

10,350

8,7297 ,114

53.2

4.936.5

2,2151,869

1.519

4.33

4.27

4.20

11.00

10.84

10.67

2.OO

1.98

1.94

5.08

5.03

4.93

49.1

42.2

3s.o

804.7

691.6

573.6

13.3

1't.2

9.2

218.0

183.6

150.8

10'WFlo x8

157.3

133.2

106.3

6,s48

5.545

4,425

15.2

12.7

9.7

632.8

528.7

403.8

4.29

4.26

4.14

10.90

10.82

10.52

1.34

1.31

1.25

3.40

3.33

3.18

30.8

26.4

z'.t.5

504.8

432.7

352,4

5.2

4.4

3.4

8s.2

72.1

55.7

10' WF

10 x5-3/4

271.8

227.3

183.7

146.3

126.5

109.7

11,310

9,462

7,il76,O90

5,266

4,567

88.6

74.9

60.9

49.O

42.5

37.0

3,688

3,1 18

2,535

2,W1,769

1,540

3.7'.!

3.65

3.61

3.53

3.50

3.47

9.42

9.27

9.17

8.97

8.89

8.81

2.12

2.10

2.O8

2_U

2.O3

2.O1

5.38

5.33

s.28

5.18

5.16

5.10

60.4

52.O

43.2

35.5

3.1.1

27.4

990.O

852.3

708.O

581.8

509.7

449.1

21.4

18.2

15.O

12.1

10.6

9.2

350.7

298.3

245.8

198.3

173.7

150.8 .

8'WF8x8

97.8

82.5

4,O71

3,4U21.6

18.2

899.2

757.6

3.45

3.42

8.76

8.69

't.62

1.61

4.11

4.09

24.3

20.8

398.3

340.9

6.6

5.6

108.2

91.8

8.WF8x6-'.t/2

69.2

56.4

2,881

2,W8.50

6.72

353.8

279.7

3.43

3.36

8.71

8.s3

1.20

1.16

3.O5

2.95

17.0

14.1

278.6

231.'.|

3.2

2.6

52.4

42.6

8'WF8 x5-1/4

53.5

41.7

30.3

2,227

1,736

1,261

'17.1

13.3

9.69

71 1.8

553.6

4o,3.4

2.69

2.66

2.s6

6.83

6.76

6.50

1.52

1.50

1.45

3.86

3.81

3.68

r6.8

13.4

10.1

275.4

219.6

165.5

5.6

4.4

3.2

91.8

72.1

52.4

6,WF6x6

25.4

21.3

1,O57

886.7

8.89

7.51

370.O

312.6

2.16

2.13

5.49

5.41

1.28

1.26

3.25

3.20

9.94

8.53

162.9

139.8

3.54

3.00

58.0

49.2

5'WF5x5

r 1.3 470.3 3.76 t 56.5 1.72 4.37 o.99 2.51 5.45 89.3 1.9 31.1 4' WF4x4

15

Page 16: Tabel Profil Konstruksi Baja

Light Beams and Joists

(lnch Seriel

Sectionlndex

WeightDeoth ofSection

(A)

Flanoewidih

(B)

WebThickness

(t, )

FlanoeThickfress

( t,)CornerRadius

SectionaArea

lbs/ft kg/m tn mm tn mm tn mm tn mm tn mm in2

L 16 x5-1/231

26

46.13

38.69

15.84

1s.65

402

398

5.525

5.s00

1N140

o.275o.250

6.99

6.35

o.42o.345

1 1.23

8.76

o.43

0.43

10.9

10.9

9.12

7.655€:49,t

L 14X526

22

38.69

32.74

13.89

13.72

353

3485.O25

5.000

128

127

0.255

0.230

6.48

5.84

o.418

0.335

10.62

8.51

0.43

o.43

10.9

10.9

7.65

6.47

4914'-

L 14x4 17.2 25.60 14.00 356 4 000 102 0 210 533 o 272 691 043 109 505 .).:

L 12x422

19

16.5

32.74

28.28

24.55

12.31

12.16

12.00

313

309

30s

4.030

4.O10

4.OOO

102

102

102

o.260

o.2No.230

6.60

6.10

5.84

o.424o.349

o.269

10.77

8.86

6.83

o.30

o.30

o.30

7.62

7.62

7.62

6.47

5.62

4.86

41 -

JOr

31 r

J 12x4 14 20.83 11.91 303 3.970 101 o.200 5.08 o.224 5.69 0.30 7.62 4.14 26'

i L r0x4I

rl

19

17

15

28.28

25.30

22.32

'to.25

10.12

10.00

260

257

254

4.O20

4.O10

4.OOO

142't02

102

0.250

o.2400.230

6.35

6.10

5.84

o.394

o.329

o.269

10.01

8.36

6.83

o.30

o.30

o.30

7.62

7.62

7.62

5.61

4.98

4.Q

36:32'28t

J 10X4 1 1.5 17 .11 9.87 251 3.950 100 o.180 4.57 o.204 5.18 o.30 7.62 3.39 21 S

I L 8X415

13

22.32

19.35

8.12

8.00

206

2034.015

4.000

1o2

102

o.245o.230

6.22

s.84

o.314

o.254

7.98

6.45

0.30

o.30

7.62

7.62

4.43

3.83

28i24-

J 8x4 10 14.88 7.90 201 3.940 100 o.170 4.32 o.2u 5.18 o.30 7.62 2.95 19:

L 6X416

12

23.81

r 7.86

6.25

6.OO

159

152

4.030

4.OOO

102

10.2

o.260

o.230

6.60

5.84

o.404o.279

10.26

7.O9

o.25

o.25

6.35

6.35

4.72

3.53

30:22.E

J 6X4 8.5 12.65 s.83 148 3.940 100 o.170 4.32 0.194 4.93 0.25 6.35 2.50 16.'

J;

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:r2 6

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'=57"30 1

':53

=.3 2

?a2

=6:,8 8

3€0395

308

.49

16

Page 17: Tabel Profil Konstruksi Baja

firrrr',flll,-EE

::-

i&i4ri _

Iti 4

L

t"-s.:

]8,:

I$, itr

t,f,

!s-

I;5

=[

Moment of lnertia Radius of Gyration Modulus of SectionSection

lndexJx Jy ix tY Zx Zy

cml inl cm' tn cm ln cm in3 cm3 in3 cm3

:., tr

r38 1

15,500

12,410

1 1.57

8.71

481.5

362.5

6.39

6.24

16.23

15.85

1.13

1.47

2.87

2.72

47.O

38.1

770.3

624.5

4.19

3.17

68.67

51.96L 16 x5-1/2

:32 6'37 4

10,100

8,2128.26

6.40

343.8

266.4

5.63

5.52

14.30

14.O2

1.04

o.99

2.64

2.51

34.9

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572.O

472.O

3.29

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53.92

41.96L 14x5

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2.89

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17

Page 18: Tabel Profil Konstruksi Baja

-

T

H Bearing Piles

(lnch Series)

Sectionlndex

WeightDeoth ofSection

(A)

Flanoewidih

(B)

WebThickness

(t,)

FlanoeThickiess

( tz)

CornerRadius

SectionaArea

lbs/ft kg/m tn mm tn mm tn mm tn mm rn mm inz

14x14-1/2

117

102

89

73

174.1

151.8

132.4

108.6

14.234

14.032

13.856

13.636

362

356

352

346

14.885

4.7a414.696

14.586

378

376

373

370

o.805

o.704

o.616

0.506

20.45

17.88

15.65

12.85

0.805

o.7u0.616

0.506

20.45

17.88

15.65

12.85

o.60

0.60

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15.2

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34.430.o1

26.19

21.46

Z/.c -

r93:169 :

13€ :

12x1274

53

r lo.l78.87

12.122

11.780

308

299

12.217

12.046

310

306

o.607

o.436

15.42

1 1.O7

o.607

0.436

15.42

11.O7

o.60

0.60

15.2

15.2

21.76

15.58

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Itri

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42

84.83

62.sO

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9.720

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247

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394.t

294."

210.t

1 19.{

18

Page 19: Tabel Profil Konstruksi Baja

rat

:<i

t'

SccoonalAre

t i."*#l

u 222.2

)'r r 93.6

t 9 169.0

35 138.5

16 , 140.4

iti ; t OO.s

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E r 7g'Ii--_1---

Di 68.

Y

Moment of lnertia Radius of Gyration Modulus of SectionSectionlndex

Jx Jy x Y Zx Zyin. cml int cml IN cm tn cm inr cm3 in3 cm3

1,228.5

1,055.1

909.1

733.1

51,140

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u3.1379.6

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13,580

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5.93

5.89

5.85

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14.96

14.86

3.59

3.56

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9.O4

8.94

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131.2

107.5

2,828.9

2,465.O

2,150.4

1,761.9

s9.5

51.3

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975.2

840.8

727.7

588.4

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566.5

394.8

23,580

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127.3

7,689

5,299

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5.03

12.95

12.78

2.91

2.86

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7.28

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67.O

1,532.5

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12,270

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10.49

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6.09

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711.3

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322.9

232.7l0xlo

119.8 4,987 N.4 1,682 3.36 8.s3 r.95 4.95 29.9 490.O 9.9 162.2 8x8

19

Page 20: Tabel Profil Konstruksi Baja

Wide Flange Shapes

(Metric Seriesl

S

{rsection' .^,-,-.^

I Degth

rndex weight sedtionI:(A)

Flangewidth

(B)

i Thic

Web(t,)

kness

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(r)

SectionalArea

Moment oflnertia

Radius ofGyration

Modtdus ofSection

Jx Jy tx tY Zx ,mm kg/m mm mm mm mm mm cm2 cm. cm{ cm cm cm3 cml

9oo x30O286 I grz

I243 I eoo

213 I 890i

302

300

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915

782662

700 x300215 i 7C8

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300

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13

13

28

24

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28

28

28

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235.5

211.5

237,O@

201,000

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12,900

10,800

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722

602

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118,000

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601

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90,400

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114.2

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41,900

2,580

2,1N1,840

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20.s

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4.33

4.27

2,230

1,910

1.690

257

214

185

, 124450 x300

106

440

4vt300

299

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10

18

15

24

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46.800

8,110

6,690

18.9

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2,160

541

w

450 x 20076.0

66.2

450

46200

199

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12

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18

96.76

84.30

33,500

28,7@

1,870

1.580

18.6

18.5

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1,490

1,290

187

r59

4OO xulOO

605

415

283

232

498

458

428

414

4t2417

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30

20

18

70

50

35

28

22

22

22

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770.1

528.6

360.7

295.4

298,OOO

187,000

119,000

92,800

94,m60,5@

39,400

31,000

19.7

18.8

18.2

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10.4

10.2

12,000

8,170

5,570

4,4@

4,370

2,9@

1,930

1,530

n

Page 21: Tabel Profil Konstruksi Baja

-t

ZtID,

fio843

68t

115

r82

ie

,l)r

lr

53

z2

v2

4II9

Sectionlndex Weight

Deothcif

Section(A)

Flange Thickness CornerRadius

(r)

SectionalArea

Mornent oflnertia

,-T-,,Radius ofGyration

Modulus ofSection

wlotn(B)

Web( t,)

t'?efl"

mm kg/m mmtx ty

cm

Zx Zymm mm mm cm2 crn cml cm

400 x400

2oo

197

172

168

147

1&

406

400

M394

394

388

403

408

400

405

398

&2

16

21

13

18

11

15

24

21

21

18

l815

cm3 cm3

22

22

22

22

22

22

254.9

250.7

218.7

214.4

186.8

178.5

78,0@

70,9@

66,600

59,7@

56,t0049.000

26,2@

23,8@

22,M20,o00

r8,900

16,300

17.5

16.8

17.5

16.7

17.3

16.6

10.1

9.75

10.1

9.65

10.1

9.54

3,840

3,52$O

3,330

3,O30

2,850

2,520

r,300

1,170

1,120

985

951

809

400 x3@107

!N.3390

386

300

299

10

9

16

14

22

22

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120.1

38,7@

33.700

7,210

6.2Q16.9

16.7

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7.21

1,980

1,7N

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418

4oox20p^66.0

56.6

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396

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199

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7

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11

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16

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72.16

23,7@

20,o@1,7Q

1.450

16.8

16.7

4.54

4.8r,190

1.O10

174

145

350 x350

159

156

136

131115

106

356

350

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34w338

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357

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354

3+e

351

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19

12

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10

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22

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146.0

135.3

47,600

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35,300

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16,0@

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11,8@

11,200

9.380

15.3

14.7

15.2

14.6

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8.53

8.84

8.43

8.78

8.33

2,670

2,450

2,3m2,050

1,94C)

1,670

909

809

776

669

646

534

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250

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88.1 5

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18,5@3,6sO I r+.e3,oeo Lo,

6.00

5.92

1,280

1,loo292

248

350x17549.6

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346

175

174

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13,600

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I4.53.9s I tts3.88 I 641

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300

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298

294

301

305

300

299

302

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15

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t818

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134.8

134.8.

1 19.8

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107.7

23,m21,500

20,mr8,800

16.900

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6,750

6,2&5,520

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514

466

450

417

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300 x2@

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65.4

56.8

298

294201

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12

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83.36

72.38

13,300

11,300

1,900

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12.5

4.77

4.71

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893

771

1&9

160

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300

298

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6.5

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II

13

13

46.78

40.80

7,210

6,320

508

4212.4

12.4481

42467.7

59.3

21

Page 22: Tabel Profil Konstruksi Baja

r

Wide Flangre Shapes

lMrtr! Seriee)-Continued

Sectionlndex Weight

Degth

Section(A)

FlangrWidth

(Bl

Thickness CornerRadius

( r)

SectioneArea

I ruomenG?-1 lnertial-

Radius of(,yrattonWeb(t') m Msdulirs of

Sectionmm kg/m

Ir I .tvI-cm.

3;88O

3,650

3,350

2.9N

lx ,Ymm mm mm mm' cm2

104..7

92.18

84.70

82.06

56.24

cml

11,5@

10,8@

9,930

8.790

6,120

Zx Zv

250x250

82.2

72.1

66.s

il.4

250

250

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255

250

249252

14

I8

11

14

t413

It

t616

16

l6

cm cm cmr cml

10.5

r0.810.8

10.3

6.09

6.29

6.29

5.98

919

867

801

720

301

292269

233250x175 4.1 24 175 7 11 16 984

2942ss

10.4 4.18 502 113t

250 x 125 29.6

25.7zso24

125

1246

5

II

12

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37.66l

32.68 I

4,O50

3,540ro.410.4

2.79

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56.2

49.9

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2022U200

10

12

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83.69

71.53

63.53

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4,720

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1,6@

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8.62

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4.88

5.02

628

498

472

218187

r60200 x 150 30.6 194 150 6 I l3 39.O1 2,690 507 8.30 3.61 277 67.6

200 x too 21.3

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4.58

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23.181,8N1,580

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23.U

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r 7.85

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r6.84

847

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383

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134 4.18 2.47 76.5 2e.7t00x 50 9.30 100 s0 5 7 8 14.8 3.98 1.12 37.5 5.91

22

Page 23: Tabel Profil Konstruksi Baja

-'l_TJIrl

I

!-t" <iIII

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(Mctric Scrbrl

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Jx Jy lx tY Zx Zymm kg/m mm mm mm mm mm cm2 cm4 cm4 cm cm cm3 cm3

90 930 538 477 90 90 22 1,185 472,@O 165,@0 20.o 1 1.8 17,6@ 6.920

85 1.170 608 472 85 125 22 1,488 737.0@ 221.W 22.3 12.2 243@ 9.360

75 758 508 462 75 75 22 965.7 358,OO0 125,000 19.3 11.4 14,100 5,390

70 953 568 457 70 105 22 1,214 551,000 168,000 21.3 1 1.8 19,400 7,360

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60

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755.4

433,000

260,000

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538

498

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10.5

15,400

12,000

7,9@

5,610

4,3702,810

6 518

384

478438

427

427

&Q

60

&22

22

659.8

489.O

242,W152,0@

78,100

52,100

19.1

17.6

10.9

10.3

10,100

6,9s0

3,660

2,440

35486

334

468428

422422

35

35

55

35

22

22

593.7

424.9

214,000

129,000

69,mO

44,000

19.O

17.4

10.8

10.2

9,130

6,O30

3,270

2,O80

30

480415

2U

478458418

417

417

417

30

30

30

@50

30

22

22

22

612.0

528.6

361.8

233,000

187,0@

107,000

72,ffi60,5@36,400

19.5

18.8

17.2

10.9

10.7

10.o

9,740

8,170

5,120

3,1180

2,9@1,7N

25 3il2 4:18 412 25 & 22 423.3 142,W 46,700 18.3 10.5 6,470 2,270

20 283 428 Q7 20 35 22 360.7 119,000 39,400 18.2 10.4 5,570 1.930

5"9r

Page 24: Tabel Profil Konstruksi Baja

Structural Tees

(lnch Serbsl

Sectionlndex

weisht i D??th

TceArea

ofSer:tin

EI

StemThicknesslbs/ft kg/m m mm in2

,sIn Thickness

STlSa18 x 16-1/2

150

140

130

122.5

115

223.2

208.3

193.5

182.3

171 1

18.36

18.25

18.12

r8.0317.94

466

444

460

458

456

44.O9

41.16

38 28

3601

33 86

284.5

265.5

247 0

232 3218 s

16.655

1659516.555

16.512

16 475

grn

423422421

419

418

tn mm tn mm

1.680

1.570

1.401.350

1.260

42.6.7

39.88

36 s8

34.29

32.OO

o.945

0.885

o.845

o.802

o.765

24.@

22.48

21.46

20.37

19.43

ST18b18x12

97

91

85

80

75

67.5

144.4

135.4

126.5

1 19.1

111.6

roo.5

18.24

18.16

18.O8

18.OO

17.92

17.78

403

46,l

459

457

455

452

28.s6

267724.99

23.54

220819.8s

184 3

172.7

161.2

r5t.9142.5

128.1

227.5

208.8

189.7

12.117

12.O72

12.027

12.000

11 .972

1 1.945

308

307

30s

305

304

303

1.260

1.180

1.100

r.020

o.940

o.794

32.OO

29.97

27.94

25.9r

23.88

20.17

o.770o.725o.680

o.653

o.625

o.598

19.56

18.42

17.27

16.59

r 5.88

15.19

ST16a

16-1/2 x 15-3/

120

110

100

178.6

163.7

r48.8

r 6.75

16.63

16.50

425

422

419

35.26

32.36

?9.40

15.865

15.810

31 1.565

1 1.535

1 1.510

11.484

403

402

400

1.400

1.275

r.150

35.56

32.39

29.21

o.830

o.77s0.715

21.O8

19.69

18.16

ST16b

16-1/2x11_1/2

76

70.5

65

59

1 13.1

r04.9

96.73

87.80

1 6.75

16.66

16.55

16.43

425

423

420

4t7

22.35

20.76

19.13

17.36

144.2

133.9

123.4

112.A

294293

292292

1.o55

o.960

o.855

o.738

26.80

24.38

21.72

18.74

o.635

0.60s

0.580

o.554

16.13

15.37

14.73

14.O7

STl5a15x15

105

95

86

156.3

141.4

r 28.O

r 5.19

r5.0614.94

386

383

379

30.89

27.95

25.32

r 99.3

180.3

t 63.4

1s.r051504014.985

384 I t.er s382 I r.,ru38t I , ous

33.40f o.77sl ro.os30.tof o.zrol ,e.og27.os f o.oss I ,0.*

srl5b15xlo-t/2

66

62

58

64

49.5

98.22

92.27

86.31

80.36

73.66

t5.t5r5.08r5.oo14.91

14.82

t9.4t18.22

l7.O?

r5.88t4.56

385

383

38r379

376

125.2

r t7.5l to.tt02.5

83.9

ro.551

10.521

10.5m10.484

10.458

268

267

2e7

266

266

[email protected]

o.850

o.760

o.670

25.Q23.82

21.59

r9.3017.o2

30.23

27.31

24.77

o.0r5o.s85o.564o.s4go.522

15.62

14.80

r4.33r3.92r3.26

STl3a13-'.t/2x14

88.5

8072.5

13t.7119.1

107.9

t3.655t3.54

13.44 E26.05

23.62

21.34

t68.1

l5r.7137.7

14.090

14.023

13.96s

3s8356

35s

1.190

1.O75

o.975

o.725o.6s8o.6@

18.42

16.71

15.24

sTl3b1}^1/2x10

57

5r47

42

84.83

75.90 I

6e.s4 I

625o I

13.64

r3.535r3.45513.35

348

344u2339

1e.77

t5.olr3.8:tt23A

t08.2

96.8

89.2

79.7

10.070

ro.ot89.990

9.983

256

2*2il253

0.932

o.827o.747

0.836

23.67

21.O1

18.97

18.15

0.570

o.5t8o.490

O.tl63

t4.tl813.16

t2..[511.76

i

,t--

24

Page 25: Tabel Profil Konstruksi Baja

II{l

rl,i'l,l

I

J

Sectionlndex

WeightDep-th

otTee

Areaof

Sectioc

Range StemThicknesswidth Thickneec

lbs/ft kg/m in mm in2 cmz rn mm tn mm in mm

ST12a12x14

8072.5

65

1 19.1

107.9

95.73

12.36

12.245

12.13

314311

308

23.5221.31

19.1 1

151.8

137.5

123.3

14.O9',|

14.043

14.000

358357356

1.r351.020

0.900

28.83

25.91

22.86

0.6560.608

0.565

16.66

15.M'14.35

STl2b12x12

6055

50

89.2981.8574.41

1 2.1 5512.O8

12.@

309307305

17.64

16.18

14.71

113.8

[email protected]

94.9

12.08812.U212.0@

307306

305

0.930o.85so.775

23,6221.7219.89

0.5560.5100.1168

14.12

12.95

1 1.89

STl2ct2 x9

4742

38g

69.9462.50s6.5s50.60

12.1451zus11.95511.86

308306

304301

13.81

12.35

1 1.18

r0.oo

89.r79.7

,2.164.5

9.061

9.0158.9858.961

2n229228228

o.8724.7720.6820.582

22.1519.61't7.32

14.78

o.516

0.470o.440o.416

13.11

11.94

1 1.18

10.57

ST 10a

1O-1/2x 13

71

63.5

56

105.7

94.50

83.34

10.73

10.e2

10.50

273270

267

20.8918.67

16.48

134.8

120.5

106.3

1 3.1 32

13.061

13 000

334332330

1.O95

0.985o.865

27.81

25.O2

21.97

0.6590.5880.527

16.74

14.94

13.39

STIOb1O-1/2x9

4841

71.43

61.O1

10.5710.4:l

26826s

14.11

12.O5

91.O

77.7

9.O38

8.962zfi228

o.9350.795

23.75

20.190.5750.499

14.61

12.67

STIOcl0-1/2xB-l/4

36.53431

27.6

54.32

50.6046.1340.92

10.02

r0.6,10.4151o.tto

210268247

?u

10.73

10.o1

9.128.09

69.2

64.658.9

522

8.2958.2708.2Q8.215

211210209209

o.7&o.88s0.615o.522

18.80

17.&15.62

13.26

o.455

0.430

0.4000.375

1 1.56

10.92

10,16

9.52

ST9a

9x1jt-3/4

57

52.548

84.8378.1 3

71.43

9.24

9.16

9.08

23523323r

16.7'15.43

14.11

108.2

98.69t.o

I 1.833

11.792r 1.750

301

300298

o.991

0.911

o.831

25.17

23.1421 .11

0.5950.5540.512

15.1 1

14.O7

13 00

sT9bI x8-3/4

42.5

38.53532

63.25

57.2952.0847.42

9.16

[email protected]

233231229227

12.4S)

11.32

r0.289.tl()

80.673.O

e8.360.6

8.8388.7878.750

8.7t5

224223222221

0.911

o.831

0.751

o.886

23.1421.11

19.08

17.42

0.526o.475o.€80.403

13.36

12.O7

1 1.13

10.24

STOc

9x7-1/2

3027.62622.5

u.u&.9237.20

33./A

9.1259.00

9.008.93

2322n229227

8.82

8.097.35

0.62

56.9

52.247.4

42.7

7.558

7.5327.5m7.477

192t9tl9t190

o.095

0.630o.570

0.499

17.65

r6.m14./18

12.67

0.416

0.390

0.358

0.335

r0.579.91

9.09

8.51

STSa

I x11-1/2484

71.43

65.488.168.08

233231

14.1I12.95

9r.o83.5

11.5331r.502

293

292o.8750.795

22.2320.19

0.53s0.504

13.59

r2.80

25

Page 26: Tabel Profil Konstruksi Baja

Structural Tees

( lnch Serbsl-Continued

Sectionlndex

WeightDegth

Tee

Areaof

Section

Flange

ffi StemThickness

lbs/ft kg/m tn mm in2 cm2 rn mm tn mm tn mm

STSb

8x8-1/2

39

3s.5

32

29

58.04

52.83

47.62

43.1 6

8.16

8.O8

8.OO

7.93

233

231

203

201

1 1.46

10.43

9.40

8.52

73.9

67.3

60.6

55.0

8.586

8.543

8.500

8.464

218

217

216

215

o.875

0.795

o.715

o.645

22.23

20.19

18.16

16.38

o.5.29

0.486

o.443

o.N7

13.412.34

11.25

10.34

STSc

8x7

25

22.5

20

18

37.20

33.48

29.76

26.79

8.125

8.06

8.00

7.93

206

205

203

201

7.35

6.62

s.88

5.30

47.4

42.7

37.9

v.2

7.O73

7.O39

7.O00

6.992

180

179

178

178

o.628

o.563

0.503

o.428

15.95

14.30

12.78

10.87

0.380

0.346

o.307

o.299

9.65

8.79

7.80

7.59

sTSd

8 x$.1/2815.5

13

x.o119.35

7.92

7.83

201

199

4.56

3.83

29.4

24.7

s.525

5.500

1@

140

o.M2o.345

11.23

8.76

o.275

0.250

6.99

6.35

STTa

7x16

105.5

101

96.5

92

88

83.5

79

75

71

157.0

150.3

143.6

136.9

131.O

124.3

117.6

111.6

105.7

7.875

7.815

7.75

7.69

7.625

7.56

7.50

7.44

7.375

200

199

197

195

194

192

191

189

187

31.O4

29.70

28.36

27.O4

25.87

24.55

23.24

22.O4

20.92

200.3

19t.6

183.0

174.5

166.9

158.4

149.9

142.2

135.O

15.800

15.750

15.7'tO

1s.660

15.640

15.600

15.550

1 5.51 5

15.s00

401

400

399

398

397

396

395

394

394

1.563

1.503

1.438

1.378

1 .313

1.248

1 .188

1 .128

1.063

39.70

38.18

36.53

3s.00

33.35

31.70

30.18

28.65

27.OO

o.980

0.930

o.890

0.840

o.820

0.780

o.730

o.69s

0.680

24.89

23.62

22.61

21.y+

20.83

19.81

18.54

17.65

17.27

STTb

7 x1+1/2

68

63.5

59.5

55.5

51.5

47.5

43.5

101.2

94.50

88.55

82.59

76.64

70.69

64.74

7.375

7.31

7.25

7.r 85

7.125

7.06

7.00

187

186

184

182

181

179

178

19.99

18.67

17.49

16.33

15.r3

13.97

12.78

129.O

125.O

112.8

105.4

97.6

90.1

82.s

14.7N14.690

14.650

14.620

14.575

14.545

14.500

374

373

372

371

370

369

368

1.063

0.998

o.938

o.873

0.813

o.780.688

27.@

25.35

23.83

22.17

20.65

19.@

17.8

o.660

0.610

0.570

O.5rlo

o.495

0.465

o.420

16.76

15.49

14.813.72

12.57

11.81

r0.67

STTc

7 x1242

39

62.50

58.O4

7.09

7.03

180

179

12.36

1'.t .47

79.7

74.O

12.O23

12.OOO

305

305

o.778

0.718

19.76

18.24

o.451

o.4281 1.46

10.87

sTTd

7x10

37

34

30.5

55.06

50.60

45.39

7.095

7.03

6.955

180

179

177

10.88

10.@

8.97

70.2

64.5

57.9

10.o72

10.040

10.ooo

256

255

2*

0.783

o.718

0.643

19.89

18.24

16.33

0.450

o.418

o.378

t 1.tl(l

10.02

9.80

26

Page 27: Tabel Profil Konstruksi Baja

Sectionlndex

WeightDegth

Tee

Areaof

Section

Flange StemThicknesswi dth Thickness

lbs/ft kglm tn mm in2 cm2 tn mm tn mm 1n mm

STTe7x8

26.5

24

21.5

39.4435.72

32.00

6.976.905

6.84

177

175

174

7.797.066.32

50.345.540.8

8.0628.031

8.OOO

2052U203

0.6580.5930.528

16.71

15.06

13.41

o.370

0.339o.308

9.40

8.61

7.82

sTTf7 x6-3/4

19

17

15

28.2825.30

22.32

7.06

7.W6.93

179

178176

5.595.004.41

36.1

32.3

28.5

6.7766.7506.733

172

171

171

0.513

o.453o.383

13.O3

1 1.51

9.73

o.313

o.287o.270

7.957.29

6.86

STTg7 XsB

13

11

19.35

16.37

6.956.86

177

1743.833.24

24.7

20.95.O25

5.OOO

128127

0.418o.335

10.62

8.51

0.255o.230

6.485.84

STTh7 x4B 8.6 12.80 7.OO 178 2.53 16.3 4.000 102 o.272 6.91 0.210 s.33

STGa

6x12

9580.566.560

5349.5

4642.5

39.5

3632.5

141.4

1 19.8

98.9689.2978.8773.66

68.4663.25

58.7853.578.37

7.19

6.946.69

6.566.446.3756.3r6.256.196.125

6.06

183

176

170167

164162

160159

157

156

154

27.9323.6919.56

17.65

15.59

14.*13.53

12.49

1 r.61

10.58

9.55

180.2

152.8

'126.2

1 13.9

100.6

93.887.3

80.674.968.3

61.6

12.67012.515

12.365

1232012.230r2.19012.155

12.105

12.080

12.W12.OO0

322318314313

311

3r0309307307306

305

1.736

1.486

1.236

1.106

o.986

o.921

o.856

o.796

0.7360.671

o.606

4.O937.7431.3928.O9

25.U23.3921.7420.2218.69

17.U15.39

1.060o.9050.755o.710o.620o.580

o.545

0.4950.470o.430o.390

26.9222.9919.18

18.O3

15.75

14.73

13.84

12.57

11.91

10.92

9.9r

ST6b6x10

29

26.5

43.16

39.44

6.O95

6.O3

155

153

8.537.80

55.O

50.310.o1410.000

254zil

0.641

0.576

16.28

14.63

o.359

0.3459.128.76

STGc

6x8

2522.520

37.2033.4829.78

6.O95

8.O3

5.97

155

153

152

7.366.62s.89

47.5

42.7

38.0

8.O77

LO428.000

2052U203

o.il1o.576o.5r6

16.28

14.6313.11

o.371

o.336o.294

9.428.537.47

ST6d6x6-1/2

18

15.5

13.5

28.7923.47

20.09

6.12

6.O45

5.98

155

1il152

5.294.56

3.99

34.1

29.4

25.7

8.5656.525

6.5@

167

r66165

o.m0.465

0.400

13.72

1 1.81

10.16

o.3050.265o.2N

7.75

6.73

6.10

ST6e6 X4B

11

9.58.25

16.37

14.1412.28

6.r66.086.00

156

154152

3.242.81

2.43

20.918.1

15.7

4.O30

4.O10

4.000

102102

102

o.424o.349

0.269

10.77

8.86

6.83

0.260o.2No.230

8.606.10

5.84

ST6f6 x4J 7.@ 10.42 5.96 151 2.O7 13.4 3.970 101 o.n4 s.69 o.200 5.84

Page 28: Tabel Profil Konstruksi Baja

Strustural Tees

(lnch Ser&rs)-Continued

Sectionlndex I w",nn,

Deothdf

Tee

Areaof

SectionFlange

StemThickness

in mm

Width Th ;kness

lr.I lbs/ft I ko/m Irn mm

14514113813s133132130129127

in2 cmz in mm tn

STSa5x10

56504.538.53633302724.5

83.3474.4166.2257.2953.5749.1144.6440.1836.46

5.695.s65.45.315.255.195.1255.065.@

16.4614.7213.091 1.3310.599.708.837.947.20

106.295.O

84.573.1

68.362.657.051.246.5

10.41510.34510.27510.1eq10.17010.1 1710.07510.02810.ooo

2652632612592582572s6255245

1.281.1 18

0.9980.8680.808o.748o.6830.6180.558

31.7028.N25.3522.O5

20.5219.OO

17.3515.7014.17

o.7550.6850.615o.535o.510o.457o.415o.368o.340

19.1817.N15.6213.5912.951r.6110.549.358.64

STSb5x8

22.519.516.5

33.4829.O2

24.55

5.O6

4.974.875

129126124

6.625.744.85

42.737.031.3

8.O227.9907.964

2M203202

0.618o.528o.433

15.7013.41

11.OO

o.3s0o.318o.292

8.898.087.42

ST5c5 x5-3/4

14.5'12.5

10.5

21.5818.6015.63

5.11

5.O44.95

130128126

4.273.673.10

27.523.720.o

5.7995.7625.7sO

147146't46

0.500o.4300.3zto

12.7010.928.64

o.289o.252o_2N

7.U6.406.10

STSd5 X4B

9.508.507.50

14.1412.651 1.16

5.135.065.OO

130129127

2.802.492.20

18.1

16.114.2

4.O204.0104.000

102102102

o.3940.329o.269

10.o1

8.366.83

o.250o.2&0.230

6.356.105.84

ST5e5 X4J 5.75 8.557 4.94 125 1.69 I 10.9 3.950 100 o.204 5.18 o.180 4.57

ST4a4x8

33.529242017.515.5

49.8s43.1635.7229.7626.O423.O7

4.504.3754.254.1254.064.OO

114111

108105103102

9.858.537.065.885.154.56

63.555.O45.537.933.229.4

8.2878.2228.1178.O778.O278.OOO

2102092062052U203

0.933o.808o.683o.558o.493o.433

23.7020.s217.3514.1712.521 1.OO

o.575o.510o.4050.365o.3150.288

14.61

12.9510.299.278.OO

7.32

ST4b4x6-1/2

14't2

20.8317.86

4.033.965

102101

4.113.53

26.522.8

6.5406.500

166165

o.463o.398

1 1.7610.11

o.285o.245

7.246.22

ST4c4x5-1/4

108.5

14.8812.65

4.O7

4.OO

103102

2.942.50

19.016.1

s.2685.250

134133

o.378o.308

9.607.82

o.2480.230

ri.305.84

ST4d4x4B

7.506.50

1 1.169.673

4.064.00

103102

2.221.91

14.312.3

4.0154.O00

102102

0.314o.254

7.986.45

o.2450.230

6.225.84

ST4e4x4J 5.00 7.441 3.95 100 1.48 9.5 3.940 1@ o.2u 5.18 o.170 4.32

ST3a3 x4B

8.O0

6.OO

1 1.91

8.9293.133.OO

8076

2.361.77

15.211.4

4.O304.COO

102102

0.404o.279

10.267.O9

o.2600.230

6.605.84

ST3b3 X4J 4.25 6.325 2.92 74 1.25 8.1 3.940 100 0.194 4.93 0.170 4.32

28

Page 29: Tabel Profil Konstruksi Baja

Structural Tees

(Metric Serles|

Sectionlndex

WeightDeoth

dfSection

(A)

Flangewidth

(B)

Thickness CornerRadius

SectionalArea

Moment oflnertia

Radius ofGyration

Modulus ofSection

Centre ofGravityWeb

( tr) ''?[P' (r) Jx Jy tx iy Zx Zv Cxmm kg/m mm mm mm mm mm cm2 cm{ cml cm cm cm3 cm3 cm

900 x300143

122

106

45645045

302

300

299

18

16

15

34

28

23

28

28

28

182.0

154.9

135.4

34,200

29,2@

26.OO0

7,820

6,310

5,140

13.7

13.7

13.9

6.56

6.39

6.16

997

866

790

5r8421

3M

11.3

1 1.3

1 1.6

800 x30012',1

105

9s.6

4c,4

400396

302

300

300

16

14

14

30

26

22

22

28

28

153.8

133.7

121.7

21,900

18,800

17,7@

6,900

5,860

4,960

1 1.9

1 1.9

12.1

6.70

6.62

6.38

705

610

593

457

391

331

9.41

9.18

9.66

700 x300107

92.4

83.0

354

350

346

302

300

300

15

13

13

28

24

20

28

28

28

136.8

't 17 .7

105.7

14,2@

12,000

11,300

6,W5,410

4,510

'to.2

10.1

10.3

6.86

6.78

6.53

513

438

425

426

361

301

7.78

7.55

7.99

600 x30087.3

75.6

68.5

297

294

291

302

300

300

14

12

12

23

20

17

28

28

28

111 .2

96.24

87.24

7,920

6,710

6,360

5,290

4,510

3,830

8.48.3s

8.54

6.90

6.8s

6.63

339

288

280

350

301

256

6.33

6.O8

6.39

600 x300

67.O

59.8

52.8

47.3

306

303

300

298

202

201

zffi199

13

12

11

10

23

20

17

15

22

22

22

22

85.33

76.24

67.21

60.23

73&6,570

5,810

5,190

1,590

1,360

1,'t40

989

9.27

9.28

9.30

9.29

4.31

4.22

4.12

4.05

322

292

262

236

157

135

114

99.4

7.79

7.79

7.U7.79

500 x30064.2

57.1

24241

300

300

11

11

18

15

26

26

81.76

72.76

3,620

3.420

4,060

3,380

6.66

6.85

7.O7

6.82

184

178

270

225

4.66

4.92

500x20051.5

4.839.7

253

250

248

201

2@

199

11

10

g

19

16

't4

20

20

20

65.65

57.12

50.64

3,670

3,210

2,8N

1,290

1,O70

922

7.48

7.50

7.49

4.43

4.33

4.27

190

169

150

128

107

92.6

5.9s

5.96

5.90

450 x30061.8

s3.o

220

217

300

299

11

10

18

15

24

24

78.69

67.52

2,680

2,3sO

4,060

3,350

5.84

5.89

7.68

7.U149

133

270

2244.05

4.@

450 x20038.0

33.1

225

223

2@

199

I8

14

12

18

18

48.38

42.15

2,160

1,880

936

790

6.68

6.67

4.@

4.33

124

r09

93.6

79.4

5.15

5.10

4OC'X@C)

92207

142

116

249

229

214

207

432

417

&7N5

45

30

20

18

70

50

35

28

22

22

22

22

385.0

264.3

180.3

147.7

13,200

7,47A

4,380

3,620

47,100

30,200

19,700

15,500

5.87

5.32

4.93

4.95

1 1.1

10.7

10.4

10.2

706

414

250

213

2,180

1,450

967

766

6.13

4.85

3.90

3.68

29

Page 30: Tabel Profil Konstruksi Baja

Structtrral Tees

( Metric Series)- Continued

Sectionlndex

Weightot?*

Section(A)

Flangewidth

(B)

Thickness CornerRadius

(r)

SectionalArea

Moment oflnertia

Radius ofGyration

Modulus ofSection

Centre olGravityWeb

(t,)t'ilP'

Jx Jy tx iy Zx Zy Crmm kglm mm mm mm mm mm cm2 cml cmr cm cm cm3 cm3 cm

400 x400

r0098.4

8s.8

u.173.3

70.o

203

2@

2@

197

197

194

403

408

400

405

398

Q2

16

21

13

18

11

t5

24

21

21

18

l815

22

22

22

22

22

22

127.4

125.3

109.3

107.2

93.41

89.23

3,qso

3,6sO

2,4@

3,O50

2,O50

2.&t

r3,100

11,900

11,200

9,980

9,460

8,130

4.92

5.40

4.76

5.34

4.68

5.27

10.0

9.75

10.r

9.65

10.r

9.54

184

229

147

193

123

158

650

584

560

493

475

404

3.51

4.O7

3.21

3.89

3.Ol

3.70

400 x30053.4

47.1

195

193

3@

299

10

I16

14

22

22

67.98

60.05

1,730

1,530

3,6@

3,120

s.05

5.O4

7.28

7.21

108

95.5

2N209

3.41

3.33

4@ x20033.O

28.3

200

198

200

199

8

7

13

11

16

16

42.06

36.08

1,400

1,190

868

723

5.76

s.76

4.54

4.888.6

76.4

86.8

72.7

4.23

4.17

350 x350

79.3

77.9

68.2

6s.4

57.3

53.1

178

175

175

172

172

169

352

357

3so

3il348

351

14

19

12

16

10

13

22

19

19

16

16

13

20

20

20

20

20

20

101.O

99.19

86.9r83.32

73.OO

67.63

1,820

2,2@

1,520

1,800

1,230

1,420

8,000

7,220

6,790

5,920

5,620

4,690

4.25

4.71

4.18.

4.65

4.11

4.59

8.90

8.s3

8.84

8.43

8.78

8.33

124

158

1@

131

u.7104

455

M388

33s

323

267

3.05

3.59

2.86

3.40

2.67

3.21

35O x25O39.8

34.6

170

168

250

249

I8

14

12

20

20

50.76

M.O8

1,O20

881

1,830

1.540

4.N4/;7

6.@

5.92

73.r

64.O

146

1243.09

3.O2

350x17524.8

20.7

175

173

175

174

7

6

11

9

14

14

31.57

26.U815

679

492

396

s.08

5.08

3.95

3.88

59.3

50.o

56.2

45.5

3.75

3.71

300 x300

52.9

52.9

47.O

/ldl.5

42.3

152

150

150

149

147

301

305

300

299

{2

11

15

10

9

12

17

15

15

14

12

18

18

18

1.8

18

67.41

67.39

s9.89

55.40

53.83

903

4,110

798

715

858

3.870

3,550

3,380

3,120

2,7@

3.66

4.05

3.65

3.s9

3.99

7.57

7.26

7.51

7.51

7.16

71.+

92.5

63.7

57.0

72.3

257

233

225

209

183

2.5s

3.O3

2.47

2.36

2.U

300 x20032.7

28.4

149

147

201

269

8

14

12

18

t841.68

36.19

662

572

949

802

3.99

3.97

4.77

4.71

55.2

8.294.4

80.2

2.9r

2.83

3@ x 15018.4

r6.0

150

149

150

14!t

6.5

5.5

9

8

13

13

23 39

20.N4il393

2*221

4.45

4.39

3.29

3.29

40.0

33.8

33.8

29.7

3.41

3.26

30

Page 31: Tabel Profil Konstruksi Baja

II

Sectionlndex

WcightD"pftt

Section(A)

FlangeWidth

(B)

Thickness Corn e r

Radius(r)

SectionaArea

Mornent oflnertia

Radius ofGyration

Modulus ofSection

Centre ofGravityWeb

(t,)t'ilP"

Jx Jv lx tY Zx ZY Crmm kg/m mm mm mm mm mm cm2 cm. cmr cm cm cm! cml cm

250x250

41.1

38.2

33.2

32.2

125

125

t24122

255

250

249252

14

9

I11

14

14

13

t1

16

16

16

16

52.Utt6.O9

42.35

41.O3

s89412

364

45

1,940

1,820

1,670

1.470

3.36

2.99

2.93

3.29

6.09

6.29

6.39

s.98

59.4

39.s

34.9

45.3

152

146

134

117

2.58

2.O8

1.98

2.39

250 x 175 22.1 122 175 7 11 16 28.12 289 492 3.20 4.18 29.1 56.3 2.27

250 x 12514.8

12.8

t25124

125

1246

5

I8

12

12

18.83

16.34

282@

147

127

3.63

3.57

2.79

2.79

25.6

21.3

23.5

20.5

2.78

2.63

200x20032.8

28.1

24.9

104

100

100

2o.2

2U2@

10

12

8

16

12

12

13

13

13

41.85

35.77

31.77

251

2s6184

1,1m85t801

2.45

2.67

2.41

5.13

4.88

5.02

29.5

32.4

22.3

109

83.4

80.1

1.91

2.O9

1.73

2m x 150 15.3 97 150 6 I 13 19.51 125 2* 2.53 3.81 r5.8 33.8 1.79

200 x [email protected]

9.10

r0099

100

99

5.5

4.5

I7

11

11

r3.5811.59

11493.8

67.0

56.8

2.90

2.U2.22

2.21

14.8

12.1

13.4

1 1.5

2.29

2.14

175x175 20.1 87.5 175 7.5 11 12 25.61 r15 N2 2.12 4.38 15.9 56.2 1.55

175x125 r 1.6 84.5 125 5.5 I 12 14.83 74.1 131 2-24 2.97 10.9 20.9 1.63

175x 90 9.O5 87.5 90 5 I I r 1.52 70..7 8.7 2.8 2.06 10.4 ro.8 1.93

150x 150 15.8 75 150 7 10 tt 20.o7 66.4 282 r.82 3.7s 10.8 37.6 r.37

150 x too 10.5 74 1@ I 9 1l 13.42 51.7 75.3 1.96 2.37 8.84 15.1 1.55

150x 75 7.O1 75 75 5 7 8 8.925 42.8 24.1 2.18 1.66 7.46 6.59 1.79

125 x 125 11.9 62.5 125 0.5 I 10 15.16 35.O 147 1.52 3.11 6.91 23.5 1.19

125x 60 6.61 62.5 60 6 8 I 8.418 27.5 14.6 1.81 1.32 5.96 4.86 1.64

100 x 1@ 8.@ 50 l@ 6 I 10 10.95 18.1 86.9 1.21 2.47 4.O3 13.4 1.@

100x 50 4.65 50 50 5 7 I 5.925 11.8 7.3( 1.41 1.12 3.18 2.98 1.28

31

Page 32: Tabel Profil Konstruksi Baja

Profil Kand

Luastampang Berat

Pusattitik

berat

Momen lnertiacm4

Jari-jari lnertiacm

Modulus tampangcm3

AxBxtlxt2 cr# kg/m cm lx ly lx ry Zx Zy

75x40x5x7100x50x5x7,5125x65xOxB

B,B1B

11,92

17.11

6,92

9,36

13,4

1,27

1,55

1,94

75,9

189

425

12,4

26,9

65.5

2,93

3,98

4.99

1,19

1,50

1.96

20,2

Jt,o

68,0

4,31

7,82

14,4150x75x6,5x10150x75x9x12,5180x75x7x10,b

23,71

30,59

27,20

18,6

24,0

21.4

2,31

2,31

2.15

BM

1.050

1,380

122

147

137

6,04

5,86

7,13

2,27

2,19

2,24

115

140

154

23,6

28,3

25a200x70x7x10200 x B0 x 7,5 x't1200x90x8xi3,5

26,92

31,33

38,63

21,1

24,6

30,3

1,85

2,24

2,77

1,620

1,950

2,490

113

177

286

7,77

7,89

8.03

2,04

2,38

2.72

162

195

249250x90x9x13250 x 90 x 11 x 14,b

300x90x9x13

44,07

51,17

48.57

34,6

40,2

38.1

2,42

2,39

2.23

4,180

4,690

6,440

306

342

326

9,74

9,57

1 1,5

2,64

2,58

2,59

335

375 .

42e i

300x90x10x15,5j:oot9ox12x16380x100x10,5x16

55,74

61,90

69.39

43,8

48,6

54,5

2,33

2,25

2,41

7,400

7,87014,500

313

391

557

1 1,5

11,3

14,5

2,59

2,51

2.83

494

525

7623E0x100x13x20 85,71 67,3 2,50 17,600 671 14,3 2,80 924

32

Page 33: Tabel Profil Konstruksi Baja

rd

E

-ip

:

illl

a

j

Prcfi! Siku

B

Luastampang

cm2

Berat

kg/m

Pusattitikberat

Cx=Cycm

Momen lnertia Jari-Jari lnertia ModulustampangZx=Zy

cm

lx=ly

cm

max.lx

cm4

min.ly

cm4

tx=ty

cm

max,rx

cm

mrn.ry

cmAxBxt,

40x40x340x40x545x45x4

2.336

3.755

3.492

1,83

2,95

2,14

1,09

1 ,17

1,24

3,53

5,42

6.50

5,60

8,59

10.3

1,45

2,25

2,69

1,23

1,20

1.36

1,55

1,51

1,72

0,79

0,77

0.88

1,21

1,91

2,00

50x50x450x50x660x60x460x60x565x65x6

3.892

5.W4.692

5.802

7.527

3,06

4,43

3,68

4,55

5.91

1,37

1,44

1,61

1,66

1,81

9.06

12,6

16,0

19,6

29,4

14,4

20,0

25,4

31,2

46,6

3,74

5,24

6,62

8,06

12,1

1,53

1,50

1,85

1,84

1,98

1,92

1,BB

2,33

2,32

2,49

0,98

0,96

1,19

1,18

1.27

2,49

3,55

3,66

4,52

6.27

65x65xB75x75x675x75x9

9 761

8.727

12.69

7,66

6,85

9,96

1,BB

2,06

2,11

36,8

46,1

64,4

58,3

73,2

102

15,3

19,0

26,7

1,94

2,30

2,25

2,M2,90

2.84

1,25

1,47

1.45

7,97

8,47

12.1

75x75x1290x90x690x90x790x90x10

16,56

10,55

12,22

17,00

13,0

B,2B

9,59

13,3

2,29

2,42

2,46

2,58

81,9

80,7

93,0

125

129

129

148

199

34,5

32,3

38,3

51,6

2,22

2,77

2,76

2.71

2,79

3,50

3,48

3.42

1,M1,75

1,77

1.74

15,7

12,3

14,2

19,5

90x90x 13

100x100x7100x100x10100x100x13

21,71

13,62

19,00

24,31

17,0

10,7

14,9

19.1

2,69

2,71

2,83

2,94

156

129

175

220

248

205

278

348

65,3

53,1

71,9

91,0

2,68

3,08

3,03

3.00

3,38

3,88

3,833,78

1,73

1,97

1,95

1,93

24,5

17,7

24,4

31 ,1

120 x 120 x

130 x 130 x

130 x 130 x

130 x 130 x

150 x 150 x

150 x 150 x

2

5

0

2

18,76

22,74

29,76

36,75

29,21

34,77

14,7

17,9

23,4

28,B

22,9

27,3

3,24

3,53

3,&3,76

4,05

4,14

258

366

467

368

627

740

410

583

743

902

997

1.176

106

150

192

2U258

304

3,71

4,01

3,96

3,93

4,63

4.61

4,68

5,06

5,00

4,95

5,U5,82

2,38

2,57

2,U2,53

2,97

2,96

29,5

38,7

49,9

61,5

57,3

68,2

150 x 150 x

150 x 150 x

175 x 175 x

175 x 175 x

200 x 200 x

5

9

2

5

5

41,74

53,38

40,52

50,21

57,75

33,6

41,9

31,8

39,4

45,3

4,24

4,40

4,73

4,85

5,47

BB8

1.090

1.170

1.M0

2.180

1"410

1.730

1.860

2.29o

3.470

365

451

479

588

891

4,56

4,52

5,37

5,35

6,14

5,75

5,69

6,78

6,75

7,75

2,92

2,91

3,M3,42

3.93

82,6

103

91,6

114

150

200x200x20200x200x25200x200x29250x250x25250x250x35

76.00

93,75

107,6

119,4

162,6

59,7

73,6

u,593,7

126

5,67

5,87

6,01

7,10

7.45

2.820

3.4203.866

6.950

9.110

4.490

5.420

6.1 18

11.000

14.4ffi

1 .160

1.410

1.613

2,860

3.790

6,09

6,04

5,99

7,63

7,48

7,68

7,61

7.U9,62

9,42

3,90

3,88

3,87

4,89

4,83

197

242

276

3BB

519

&|

Page 34: Tabel Profil Konstruksi Baja

Baja Kanat

Baja - f, panjang biasa 4 _r l5m

F - penampange = jarak antara titik berat dan sisiluar badanI - momen ketambatanW- momen tahanan

; = jari-jari kelambatan = \t+

d/

I eraq '- tC '

'i PenOatianey.I

i

-lI +-

tukuran-ukuran dalam mm Penampang F

dalam cr#beratkg/m

emm

t v o,)ol.

sumbu-lentur X-Xh b d t=r r1 prof . flens badan lx

cm4 ^W,cmJix

cmfkx

cmkx

345

30

N50

33

35

38

5

5

5

7

7

7

3,5

3,5

3,5

5,4

6,27,1

2,3

2,5

2,7

O,B

1,2

1.7

4,27

4,87

5.59

13,1

13,3

13.7

6,4

14,1

26,4

4,26

7,05

10,6

1,08

1.50

1,92

0,78

1,14

1,49

4,56

2,72

1916")8

10

65

m100

42

45

50

5,5

6

6

7,5

B

8,5

4,0

4,0

4.5

9,0

1',t,0

13,5

3,2

3,6

4,3

2,6

3,8

4.9

7,09

B,&10,6

14,2

14,5

15.5

57,5

106

206

17 ,7

26,5

41.2

2,52

3,10

3.91

1,96

2,41

3.05

1 ,41

1,14

O RA612

141618

20

120

140

160

180

2@

55

60

65

70

75

7

7

7,5

8

8,5

I10

10,5

11

11,5

4,5

5,0

5,5

5.5

6.0

17,0

20,4

24,0

28,0

32,2

5,0

6,0

6,87,7

8,6

7,0

8,4

10,4

12,6

15.0

13,4

16,0

1B,B

22,0

25,3

16,0

17,5

18,4

19,2

20,1

364

605O,)R

1 350

1910

ffi,786,4

116

150

191

4,62

5,45

6,21

6,95

7.70

3,57

4,23

4,83

5,36

5,93

0,795

0,69C 1

0,625 1

0,58C l

0,545 '

22

a262830

220

24Q

2ffi2W

300

80

85

90

95

100

I9,5

10

10

10

12,5

13,-

14

15

l6

6,5

0,57,0

7,5

8,0

37,4

42,3

48,3

53,3

58,8

10,0

11 ,1

12,6

14,3

16,0

17,4

20,1

23,1

24,7

26,8

29,4

33,2

37,9

41,8

46,2

21,4

22,3

23,6

25,3

27,0

2690

3600

4820

6280

8030

245

300

371

448

535

B,48

9,22

9,99

10,9

11,7

6,55

7,09

7,68

8,41

9,10

0,52C

0,495 l

0,485

0,455o 43F

32a538q

320

350

380

400

100

100

102

110

14

14

13,5

14

17,5

16

16

18

8,8

8,011,2

9,0

75,8

77,3

79,7

91,5

17,5

16,0

16,3

19,8

40,8

45,3

47,1

51,9

59,5

60,6

62,6

71,8

26,0

24,0

23,5

26,5

1 0870

128/,0

1 5730

20350

679

7U826

1020

12,1

12,9

14,1

14,9

8,96

9,50

10,4

11.1

0,53[ I

0,47i0,40c

0,41a

Y ': Gc'

u

r

Page 35: Tabel Profil Konstruksi Baja

rk = jari-jari teras = YFk = kofisenprofil = f = 4dt = garis tengatr luuarlg ,";:^wr - ukuran-ukuran_gores flensdt = goris tengah lubang flens

tsumbu-lentur y-y tinggi pelat penyambung I

dalam mm pada oaris7 dan ultenoah-

turan-ukuran-gortItlhann haA;n 4

)sa lubang-lubangflens

luas bidangcatt,

cm4W,cm3

ty

cmky

cmc

mmh1

mm14

mmtlmrn

nmm

23

rnrn

26 129mm l--

wfmm

dfmm

Fm

m2lmlr,I mzt3

45

5,3

6,7

9.1

2,68

3,08

3,75

0,99

1,U1,13

5,55

5,77

5.56

14,5

14,5

r5

1

11

2020

20

1'l

11

0,1740,199

0,232

40,7

40,9

41,56Yz

810

14,1

19,4

29,3

5,07

6,36

8,49

1,25

1,33

1.47

5,78

6,24

6,22

16

17

1B

33

46

u

70

90

25

25

30

11

14

14

0,273

0,312

0,372

38,5

36,1

35,11214161820

43,2

62,7

85,3

114

148

11,1

14,8

18,3

22,4

27.O

1,59

1,75

1,89

2,02

2,14

6,69

6,64

6,75

6,88

7,01

19

21

22,5

23,5

24,5

82

98

115

133

151

40

60

70

50

60

BO

r00 BO

30

35

35

40

40

17

17

20

20

23

0,4u0,489

0,546

0,611

0.661

32,4

30,6

29,0

27,8

26,12224262A

30

197

248

317

399

495

33,6

39,6

47,7

57,2

67,8

2,27

2,42

2,56

2,74

2,W

7,10

7,21

7,36

7,12

6,98

26,5

28

30

32

u

167

1U2@

216

232

110

i30150

160

180

100

120

140

150

170

90

110

130

140

160

BO

100

120

130

150

90

110

120

140

45

45

50

50Rtr

23

26

26

26

26

0,718

0,775

0,834

0,890

0,950

24,4

23,3

22,0

21,3

20,632353840

597

570

613

846

80,6

75,0

78,4

102

2,81

2,72

2,78

3,04

9,62

10,50

10,30

9,90

37

uu38

246

282

312

324

190

2n2ffi270

180

220

250

2ffi

170

210

240

250

160

200

230

240

150

190

220

230

trtr

55

55

60

26

26

26

26

0,98

1,05

1,11

1,18

16,5

17,3

17,7

16,5

35

Page 36: Tabel Profil Konstruksi Baja

BAJA SIKU.SIKU

panjang biasa 3 * 15 m

36

SAMAKAKI

x-o)

penampangmomen kelambatanmomen tahanan

jari-jari kelambata n =\fLYpE2F

kofisen profil : j- = i

F:t-W:i-

i,'ire------{I

4 k:b'2

-1.-,lfj

a

l

I

li

rllll

ilil1

dlllll-

Y

L ukuran-ukurandalam rnrn F

crn3

berat

kg/m

jarak titikberat-titikberatdalam cm

lr==lvcm4

wr==wvcm3

ix==ivcm

kr==kv

b d r r1 e

'15. 15' 315.15. 4 15

3

43,5 2

0,82

1,05

0,il0,82

0,48

0,511,06

0,61

0,13

0,15

0,19

0,15

0,19

0,43

0,42

4,48

5,81

20.20. 320.20. 4 20

3

43.5 2

1 ,12

1,45

O,BB

1 ,14

0,60

O,M1 ,41

0,85

0,90

0,39

0,48

0,28

0,35

0,59

0,58

3,23

4,38

25.25. 325.25. 425.25. 5

25

3

4

5

3,5 2

1,42

1,85

2,26

1,12

1,45

1,77

0,73

0,76

0,80

1 ,t71,03

1,08

1.13

0,19

1,01

1.18

0,45

0,58

0.69

0,75

0,74

0.12

2,56

3,38

4.32

30.30. 330.30. 430.30. 5

30

3

4

5

5 2,5

1,74

2,27

2,78

1,36

1,78

2,18

0,84

0,89

0,92

2,12

1,18

1,24

1.30

1 ,41

1,81

2.16

0,65

0,86

1.04

0.90

0,89

O,BB

2,14?AR

3,56

35.35. 435.35. 6 35

4

65 2,5

2,67

3,87

2,10

3,04

1,00

1,082,47

1,41

1,53

2,96

4,141 ,18

1,71

1,05

1,04

2,41

3,51

40.40. 440.40. 540.40. 6

40

4

5

6

6 3

3,08

3,79

4,8

2,42

2,97

3,52

1,12

1,16

1.20

2,83

1,58

1,64

1.10

4,48

5,43

o..r5

1,56

1,91

z,to

1,21

1,20

1,19

2,12

2,64

3,18

45.45. ti45.45. 7 45

5a 7 3,5

4,30

5,86

3,38

4,60

1,28

1,363,18

1,81

1,92

7,83

10,4

2,43

3,31

1,35

1,33

2,36

3,29

m.50. 550.50' 650.50. 750.50. I

50

5

6

1

I7 3,5

4,80

5,69

6,56

8,24

3,77

4,47

5,15

6.74

1,44

1,45

1,49

1.56

3,M

1,98

2,04

2,11

2,21

11,0

12,8

14,6

17.9

3,05

3,61

4,15

5.20

1,51

1,50

1,49

1.47

2,10

2,*2,94

3,80

55'55. 655.55' 855.55.10

55

6

B

10

B 4

6,31

8,23

10,1

4,95

6,46

7.90

1,56

1,U1.72

3,89

2,21

2,32

2.43

17,3

22,1

26.3

4,40

5,72

6,97

1,66

1,64

1,62

2,30

3,08

3,BB

60.60. 660'60. I60'60.10

60

6

B

10

B 4

6,91

9,03't'l

1

5,42

7,Q9

8,69

1,69

1,77

1,85

4,24

2,39

2,50

2,62

22,8

29,1

34.9

5,29

6,BB

8.41

1,82

1,80

1,78

2,09

2,82

3,55

6s.65' 765.65. I65. 65.11

65

7

I11

I 4,58,70

11,0

13,2

6,83

8,62

i0,3

1,85

1,93

2,00

4,60

2,62

2,73

2.83

33,4

41,3

48,B

7,18

9,04

10.8

1,96

1,94

1,91

I a-1

?q?

3,56

70'70. 770.70.I70.70.11

70

7

I11

u 4,59,40

1'1 ,9

14,3

7,38

9,34

11.2

1,97

2,05

2.13

4,95

)742,90

3,01

42,4

52,6

61,8

8,43

10,6

12,1

2,12

2,10

2,08

) Ocl

a -7'

J, JA

75.75. 775.75.I75.75.1075.75.12

75

7o

10

12

10 5

10,1

1 1,5

14,1

16.7

7,94

9,03

11,'l

13,1

2,09

2,13

2,21

2,29

5,30

2,95

3,01

3,12

3,24

52,4

58.9

71,4

82,4

9,67

1 1,0

13,5

15.8

2,28

2,26

2,25

2.22

2.,4J*

r=

Page 37: Tabel Profil Konstruksi Baja

,

t.\t

L tE

cm4

it

CM

ke ln

cm4

W,

cm3

,n

cm

k,Penampang yang

dilemahkanFv

m2/mmm

dmm

E'nlcm2

E'02

cmt15.15. 315.15. 4

0,24

0,290,54

0,53

2,80

3,800,06

0,080,090,1 1

0,27

0,28

11,2

13,80,057

20.20. 320.20. 4

0,62

0,770,74

0,73

2,03

2,730,15

0,190,18

0,21

0,37

0,368,36

11,10,a77

25.25.325.25. 425.25.5

1,27

1,61

1,87

0,95

0,93

0,91

1,59

2,13

2,73

0,31

0,40

0,50

0,30

0,37

0.44

0,47

4,47

0,47

6,50

8,56

10,30,097

30.30. 330.30. 430.30. 5

2,24

2,85

3.41

1,14

1,12

1.11

1,35

1,81

2,26

0,57

0,76

0.91

0,48

0,61

0,70

0,57

0,58

0,57

5,33

6,78

8,50

17 8,51,49

1,93

2,36',

0,116

35.35. 435.35. 6

4,68

6,50

1,33

1,30

1,53

2,32

1,24

1 ,77

0,88

1,'16

0,68

0,68

5,75

8,46

5,10

6,47

7,52

20 112,23

3,210.136

40.40. 440.40.540.40. 6

45.45. 545.45. 7

7,09

8,U9,98

1,52

1,51

1,49

1,U1,66

2,01

1,86

2,22

2,67

1,18

1,35

1,57

0,780,77

0,7722 11

2,U3,24

3,920,155

12,4

16,41,70

1,67

1,49

2,093,25

4,391,80

2,29

0,97

0,975,69

7,8225 14

3,60

4,88 0,174

".59'.59' Fr

50.50. 650.50. 750.50. I

17,4

20,4

23,1

28,1

1,90'l,gg

1,88

1,85

1,33

1,60

1,86

2,42

4,59

.5,24

6,02

7,67

2,32

2,57

2,85

3,47

0,98

0,96

0,96

0,97

5,0?

6,19

7,15

B,85

30 14

4,10

4,855,58

6,98

0,194

55.55. 655.551. I55.55.10

27,4

34,8

41,4

2,09

2,06

2,02

1,45

1,96

2,46

7,24

9,35

11,3

3,28

4,03

4,65

1,07

1,07

1,06

5,50

7,24

9,0330 17

5,29

6,87

8,400,213

60.60. 660.60. I60.60.10

36,1

46,1

55.1

2,29

2,26

2,23

"t,32

1,79

2.23

9,43

12,1

14,6

3,95

4,U5,57

1,17

1,16

1,15

5,06

6,74

8,435 17

5,89

7,67

9,400,233

65.65. 765.65. I65. 65.11

5q,0

65,4

76.8

2,47

2,44

2,42

1,43

1,95

2,27

13,8

17,2

20,7

5,27

6,30

7,31

1,26

1,25

1,25

5,48

7,03

8,42

35 20

7,30

9,20

1 1,00,252

70.70. 770.70. I70.70.11

67,1

83,1

97.6

2,67

2,U2,61

1,U1,71

2.10

17,6

22,0

26.O

6,31

7,59

8,il

1,37

1,36

1,35

5,02

6,M7,87

40 20

8,0010,1

12,10,272

75.75. 775.75. I75.75.1075.75.12

83,6

93,3

113

130

2,ffi2,85

2,83

2,79

1,22

1,42

1,76

2,14

21,1

24,4

29,8

u.7

7,15

8,1 1

9,55

10,7

1,45

1,46

1,45

1,M

4,85

5,42

6,67

8,04

40 23

8,49

9,66

11,8

13,9

0,291

Page 38: Tabel Profil Konstruksi Baja

laniutan: @ia silcu-siku samakaki;panjang biasa 3 - '15 m

7L ukuran-ukurandalam mm F

cn?

berat

kg/m

jarak titikberat-titikberatdalam cm

l, ==lvcm4

wr==wvcm3

=ivcm

kr==kv

b d I e w

80. 80.I80.80.10BO. 80.1280.80.14

dr.l

B

10'taIL

14

10 5

12,3

15, 1

11,9

20,6

9,66

1 1,9

14,1

16, 1

2,26

2,U2,41

2,48

5,66

3,20

3,31

3,41

3.51

72,3

87,5

102

115

12,6

15,5

18,2

20,8

2,42

2,41

2,39

2,36

2,09

2,61

3,14

3.6890. 90. I90. 90.1190. 90.1390.90.16.

90

I11

'13

t6

11 5,5

15,5

18,7

21,8

26,4

12,2

14,7

17 ,1

zu. /

2,U2,62

2,ffi2.81

6,36

3,59

3,70

3,81

3,97

116

138

158'r86

18,0

21,6

25,1

30,1

2,74

2,72

2,69

2,66

)n72,U3,0'r

3,141 00.1 00.1 0100.1 00.121 00.1 00.1 4100.100.20.

100

10

12

14

ZV

12 C)

19,2

22,7

26,2

36,2

15, 1

17,8

20,6

28,4

2,82

2,90

2,98

3,20

7,07

3,99

4,104,21

4,V

177

207

235

311

24,110 .)

33,5

45,8

3,04

3,02

3,00

2,93

2,09

2,49

2,92

4,20110.110.'101 10.1 10.121 10.1 10.14

110

10

12

14

12 6

21,2

25,1

29,0

16,6

19,7

22,8

3,07

3,15

3,21

7,tB4,U4,45

4,9

239

280

319

30,1

35,7

41.0

3,36

3,U3,32

1,BB

2,25

2,63120.120.11120.120.13120.120.15120.120.20'

120

11

13

15

20

13 6,5

25,4

29,7

33,9

M,2

19,9

23,3

26,6

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3,36

3,44

3,51

3.70

8,49

4,75

4,86

4,96

5,24

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39,5

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67.1

3.66

3,M3,63

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130

12

14

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3,94

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1,91

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40,0

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99.3

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4,56

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2,481 60.1 60.1 5160.160.171 60.1 60.1 I

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17

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57,5

36,2

40,7

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4,49

4,57

4,65

1 1,3

6,35

6,46

6,58

1 100

1230

1 350

95,6

108

118

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4,86

4,U

1,93

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68.4

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48,6

53.7

5,02

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1 680

1 870

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130

145

160

5,51

5,49

5.47

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16

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61,8

69,1

76.4

48,5

54,3

59.9

5,52

5,60

5.68

14,1

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7,92

8.04

2340

2600

2850

162

181

199

6, 15

6,13

6,11

'1,65

1,83

2,05

38

Page 39: Tabel Profil Konstruksi Baja

ts

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115

139

161

181

3.06

3,03

3,00

2,96

29,6

35,9

43,0

48,6

9,25

19,9

12:6

13,9

1,55

1,U1,53

1,V

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65,9

79,1

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23

23

26

26

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100.100.10100.100.12100.100.14100.100.20*

280

328

372

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3,82

3,80

3,77

3,67

73,3

86,2

98,3

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18,4

21,0

23,4

29,5

1,95

1,95

1,94

1,93

5,03

5,98

6,98

9,72

550,390

110.110.10110.110.12110.110.14

379

444

505

4,23

4,21

4,18

1,19

1,42

1.66

98,6

116

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2,15

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4,56

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6,3245/70

23

23

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18,9

22,3

25,4

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120.120.11120.120.13120.120.15120.120.20*

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705

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4,62

4,59

4,56

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162

186

236

29,5

33,3

37,5

45,0

2,35

2,U2,U2,31

4,61

5,45

6,18

8,26

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50/90

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130.130.12130.130.141 30.130.1 6

750

857

959

5.00

4,97

4,94

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1,41

1,62

194

223

251

37,7

42,4

46,7

2,V2,53

2,52

4,U5,40

6,'t5

23

26

26

27,2

31,1

35,1

24,5

27,4

31,00,508

140.140.13140.140.15140.140.17

1010

1 150

1280

5,38

5,36

5,33

1,21

1,39

1,58

262

298

334

47,3

52,7

57,9

2,74

2,73

2,72

2,94

2,93

2,93

4,68

c,J/6,06

4,68

5,34

5.94

55/'100 26

31,6

36,1

40,6

28,2

32,2

36,20,u7

150.150.14150.150;161 50.1 50.18

1340

1510

1670

5,77

5,74

5,70

1,21

1,39

1.56

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438

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36,7

41,5

46,3

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37,4 I o,uuu41,6 I1 60.1 60.1 5

160.160.17160.160.19

1750

1 950

2140

6,15

6,13

6,10

1,21

1,39

1.60

453

506

558

71,3

78,3

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3,14

3,13

3,12

4,69

5,30

5.9360/ 115 26

42,2

47,4

52,6

38,3

43,0

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180.180.16180.180.18180.180.20

2690

2970

3260

6,96

6,93

6,90

1,15'1,30

1,43

679

757

830

95,5

105

113

3,50

3,49

3,49

4,52

5,07

5,6360/ 1 35 zo

l6

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57,2

63,2

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200.200.16200.200.1a200.200.20

3740

4150

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7,78

7,75

7,72

1.03

1,15

1,28

%31050

1 160

121

133

144

3,91

3,90

3.Be

4,05

4,55

5,0460/ 1 50

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65,4

71,2

53,5

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66,00,785

39

Page 40: Tabel Profil Konstruksi Baja

BAJA SIKU.SIKU TIDAK SAMAKAKI

panjangbiasa3: 15

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1,03

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40. 50. 340. 50' 444. 50. 5

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3,46

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3,35

1,48

1,52

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1,62

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40. 60. 540 60. 640. 60. 7

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1,48

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1 ,99

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1,41

4,52

4,50

4.48

3,61

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3,63

2,08)1q

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2,38

2,37

2,36

1 ,50

1,52

1,57

50.100.650.100.850.1 00.1 0

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11,5

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8,99

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3,49

3,59

3.67

1,04

1 ,13

1.20

6,50

6,48

6,43

4,39

4,44

4,49

1,91

2,00

2,08

2,98,otr

2,9i

1 ,15

1 ,'18

1,22

55. 75. 555. 75. 7s5. 75.I

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5

7

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1 3,5

6,30

8,66

10,9

4,95

6,80

8,59

2,31

2,40a A-7

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1,41

1,48

5,19

5,16

5.i4

4,04

4,02

4.04

2,21

2,37

2.46

2,71

2,10

2,70

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1,62

1 ,66

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Page 41: Tabel Profil Konstruksi Baja

L tga lxcm4

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0,423

0.412

1,25

1,59

1,90

0,62

0,81noo

0,94

0,93

0,92

0,44

0,55

0,66

0,29

0,38

0.46

0,56

0,55

0,54

4,58

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1,43

1,81

2.15

1,00

0,99

0.98

0,25

0,33

0,40

0,42

0,42

0.42

7,99

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0,259

0,252

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3,59

1,08

1,42

1,27

t.160,41

0,60

0,30

0,39

0,52

0,52

6,31

8,45

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0,30

0,39

0,42

0,42

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0,436

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1,46

1 ,91

2,35

1,43

1,42

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0,70

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0,64

0,64

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0,63

0,62

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0,85

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0,431

0,433

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17,2

20,1

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2,55

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9,68

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4,63

6,24

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0,85

0,84

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0,574

0.567

23,1

31,01Aaoo,L

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2,02

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15,8

19,4

3, 1B

4,31

5.39

1 ,47

1,44

1,42

2,59

3,66

4.75

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38,4

47.0

2,28

2,25)))

6,21

B,3l10.5

1,06

1,05

1,05

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6,90

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0,263

0,258

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89,7

116

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13,8

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12,6

15.5

1,06

1,05

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12,855. 75. 555' 75. 755. 75. 9

0,530

0,525

0.518

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6,40

8,09

Page 42: Tabel Profil Konstruksi Baja

Lanjutan: baia siku'siku tidak samakaki

Panjang biasa 3 : 15 m

l:

F

tr

J

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-

L ukuran-ukuran dalam mm Fcm2

beratkg/m

jarak titikberat-titikberat dalam cm

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60 90

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8,69

11,4

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11.0

2,89

2,97

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1,41

1,49

1.56

6,14

6,1 1

6,08

4,50

4,54

4,57

2,46

2,56

2,66

3,16

3,15

3.14

1,60

1.,69

1,74

65' 75. 665 75. I65.75.10

65 75

6

B

10

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8,1 1

10,6

13.1

6,37

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2,19

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2,35

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186

5,28

5,26

5,23

4,60

4,62

4,M

2,68

2,79

2,89

2,75

2,78

2.79

2,11

2,14

2,20

65. 80. 66s. 80.I65. 80.1065.80.12

65 BO

6

B

10

12

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8,41

11,0

13,6

16,0

6,60

8,66

10,7

12.6

2,39

2,47

2,55

2,63

1,65

1,73

1,81

1,BB

5,61

5,59

5,56

5,54

4,63

4,65

4,68

4.10

2,69

2,79

2,go

3,00

2,94

2,94

2,95

2.98

2,01

2,05

2,11

2.15

65'100. 765 100. I65.1 00.1 1

65 100

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10 5

11,2

14,2

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8,11

11,1

13.4

3,23

3,32

3,40

1,51

1,59

1,67

6,83

6,78

6,14

4,91

4,94

4.97

2,66

2,76

2,85

3,48

3,46

3,45

1,73

1,18

1,83

a5.115' 665.115' 865.1 1 5.1 0

65 115

6

B

10

B 4

10,5

13,8

11,1

8,25

10,9

13.4

3,85

3,94

4,02

1,38

1,46

1,54

7,74

7,6f7.51

5,26

5,30

5,34

2,52

2,61

2,70

3,74

3,73

3.12

1,52

1,59

1,68

65.130. 865.1 30.1 065'1 30.1 2

65 130

B

10

12

11 5,5

15,1

18,6

22.1

11,9

14,6

17,3

4,56

4,65

4,14

1,37

1,45

1.53

8,50

8,43

8,37

5,71

5,16

5.81

2,49

2,58

2.66

3,86

3,82

3,80

1,47

1,U1.60

75. 90. 775' 90. I75. 90.11

15 90

l9

11

8,5 4,5

11,1

14,1

17.0

8,74

11,',l

13,4

2,67

2,76

2,83

1,93

2,01

2.09

6,32

6,30

6,28

5,33

5,35

5,31

3,1.1

3,22

3.33

3,32

3,U3,35

2,38

2,41

2,45

75.100. 775.1OO. I75.1 00.1 1

75 100

7

I11

10 5

1 1,9

15,1

18.2

9,32

11,8

14,3

3,06

3,15

3,23

1,83

1,9',1

1.99

6,96

6,91

6,87

5,42

5,45

5,49

3,10

3,22

3,32

3,61

3,63

3,65

2,18

2,22

2.27

75'130'875.130.1075.130.12

75 130

B

10

12

10,5 5,5

15,9

19,6

23,3

12,5

15,4

18,3

4,36

4,45

4,53

1,65

1,73

1,81

8,73

8,66

8,61

6,01

6,05

6.09

2,99

3,08

3,18

4,26

4,24

4.21

'1,83

1,BB

1,95

75.150' I75.1 50.1 1

75.1 50'1 375 150

o

11

13

10,5 5,5

19,5

23,6

21.7

15,3

18,6

21,1

5,28

5,37

5,45

1,57

1,65

1.13

9,79

9,73

9,67

6,62

6,66

6.70

2,W2,97

3,04

4,46

4,44

4.42

1,72

1,17

1.85

75.170.1075.170.1275.150.1475.170'16

75 170

10

121^t+

i6

i1,5 5,5

23,7

28,1

32,5

36,8

18,6

22,1

25,5

28,9

6,21

6,30

6,39

6,47

1,52

1,60

1,68

1,76

10,9

10,8

10,7

10,7

7,33

7,38

1,M7,48

2,81

2,89

2,96

3.03

4,62

4,59

4,56

4,54

1,81

1,75

1,10

1,65

42

---/

Page 43: Tabel Profil Konstruksi Baja

5

frl

H:FIhtFlEIJ;lil"l-t'liEi--1

;iL

-rE

rlL:

:

"i-':

:-

:

11

i

L tga lxcm4

W,,cmr

lxcm

"'ao

wY^cmJ

tY

cm kYt,

"ri'r+

itcm

lncrna

tn

cm kn

60. 90. 660. 90. 860.90.10

0,442

0,437

0.431

71,7

92,5

112

11 ,l15,4

1B,B

2,87

2,85

2,82

25,8

33,0

39,6

5,61

7,31

8,92

1,12

1,70

1,68

2,94

3,94

5.00

82,B

107

129

3,09

3,06

3,02

14,6

19,0

23,1

1,30

1,29

1,28

5.18

6,87

8,5665. 75. 665. 75. 865.75.10

0,7400,736

0.732

44,0

56,7

68,4

8,30

10,9

13,3

2,33

2,31

2,29

30,7

39,4

47.3

6,39

8,34

10,2

1,94

1,92

1,90

2,14

2,85

3,63

60,2

77,3

92.7

2,73

2,70

2.66

14,4

1B,B

23,0

1,34

1,33

1,33

4,55

6,01

7,4265. 80. 665. 80. I65. 80.1065. 80.12

0,649

0,645

0,640

0,634

52,8

68,1

82,2

95,4

9,41

12,3

15,1 '

17,8

2,51

2,49

2,46

2,M

31,2

40,1

48,3

55,8

6,M8,41

10,3

12,1

1,93

1,91

1,89

1,87

2,26

3,02

3,83

4,57

68,5

BB,O

106

122

2,85

2,82

2,79

2,76

15,6

20,3

24,8

29,2

1,36

1,36

1,35

1,35

4,55

6,01

7,44

B,B165'100. 765.100. I65.1 00.1 1

0,419

0,415

0,410

113

141

167

16,6

21,0

25,3

3,11

3,15

3.13

37,6

46,7

55.1

7,U9,52

11,4

1,U1,82

1,80

3,34

4,32

5.30

128

160

190

3,39

3,36

3,34

21,6)7)32,6

1,39

1,39

1,38

5,76

1,36

8,9265.115. 665.115. B

65.1 1 5.1 0

0,327

0,324

0,321

145

lBB

229

18,9

24,8

30,6

3,11

3,69

3,66

u,444,2

53.3

6,71

o, /o10,8

1,81

1,79

1.77

3,21

4,31

5,45

158

205

249

3,BB

3.85

3.82

21,1

27,4aaa

1,42

1,41

1,40

5,22

6,99

8,7765.130. 865.1 30.1 065.1 30.1 2

08630,259

0.255

263

321

376

31,1

38,4

45.5

4,17

4,15'4,12

44,8

u,263,0

o,l I10,7

12,7

1,72

1,71

1.69

5,01

6,40

7,75

280

340

397

4,31

4,27

4.24

28,6

35,0

41,2

1,38

1,31

1,37

7,95

9,93

11,875. 90. 775. 90. 975. 90.11

0,683

0,679

0.675

BB,1

1i0130

13,9

17,6

21,1

2,81

2,79

2,71

55,5

69,1

81.7

9,98

12,6

18.5

2,23

2,21

2,19

2,22

2,82

3,55

117

145

171

3,24

3,21

3.17

27,1

34,1

40.9

1,56

,1 ,561,55

4,57

5,83

7,0775.100. 775.100.975.100.11

0,553

0,549

0,545

118

148

176

17,0

21,5

25,9

3,15

3,13

3,1 1

56,9

71,0

84,0

10,0

12,7

15,3

2,19

2,17

2,15

2,49

3,21

3,95

145

181

214

3,49

3,47

3,M

30,1

37,8

45,4

1,59

1,59

1.58

4,69troo

7.2675.130. B75.1 30.1 075.130.12

0,339

0,336

0,332

276

337

395

31,9

39.4

46,6

4,17

4,14

4,12

68,3

82,9

96,5

11 ,7

14,4

17.0

2,08

2,06

2,04

3,69

4,63

5,65

303

369

432

4,37

4,34

4.31

41,3

50,6

59.6

1,61

1,61

1.60

6,10

t,609,09

75.150. I75.150.1175.1 50.1 3

0,265

0,261

0,258

455

545

631

46,8

56,6

66,1

4,83

4,80

4,78

78,3

93,0

107

13,2

15,9

18,5

2,00

1,98

1.96

4,85

6,00

7,15

484

578

668

4;98

4,95

4,91

50,0

59,8

69,4

1,60

1,59

1,58

7,65

9,35

1i,075.170.1075.170.1275.170.1475.170.16

0,214

0,210

0,207

0.204

709

834

955

1070

65,1

78,0

90,0

102

5,47

5,45

5,42

5,39

BB,2'103

117

130

14,8

17,4

20,0

22,6

1,93

1,91

1,89

1,BB

6,40

7,65

9,05

10,4

739

B68

992

1110

5,59

5,56

5,53

5,50

58,5

68,9

79,0

BB,8

1,57

1,57

1,56

1,55

9,56

1 1,5

13,4

15,3

Page 44: Tabel Profil Konstruksi Baja

lanjutan: baja siku-siku tidak samakaki

panjang biasa 3 : 15 m

L ukuran-ukuran daJam mmF

cm2beratkg/m

jarak titikberat-titikberat dalam cm

a b d r t1 ex eY w w1 v1 v2

80.120.880. 1 20'1 04o.120.1280.120.14

BO 124

8

10

12

14

i1 5,5

15,5'r9,1

22,7

26,2

12,2

15,0

17,8

20,5

3,83

3,92

4,00

4,08

1,87

1,95

2,O3

2,10

8,23

8,18

8,14

8,10

5,99

6,03

6,06

6.08

3,27

3,37

3,46

3.55

4,20

4,19

4,18

4.17

2,16

2,19

2,25

2,29

90.110. I90.1 1 0'1 1

90.1 1 0.1 390 110

o

11

'13

12 6

17,3

20,9

24,5

13,6

16,4

19.2

3,30

3,38

3,46

2,32

2,40

2,8

7,72

7,69

7,67

6,41

6,44

6.45

3,74

3,85

3,96

4,06

4,06

4,07

2,79

2,U2,88

90. 130.1 O

90. 1 30.1 290.130.14

e0 130

10

12

t4

12 6

21,2

25,1

29.0

16,6

19,7

22,9

4,15

4,24

4,32

2,18

2,26'2,U

8,92

B,BB

B,85

6,69

6,72

6,74

3,75

3,85

3,96

4,62

4,ffi4.58

2,51

2,$2,61

90. 1 50.1 090.150.1290 150.14

90 150

10

12

14

12,5 6,523,2

27,5

31.8

18,2

21,6

25.0

4.99

5,08

5,16

2,43

2,11

2,19

10,1

10,0

9.99

7,09

7,12

7,15

3,63

3,71

3,79

4,99

4,98

4,91

2,26

2,32

2.36

90.250.10,90.2fi.1290'250.1490.250.16

90 2W

10

12

14

16

12,5 6,5

33,2

39,5

45,8

52,0

26,0

31,0

36,0

40,8

9,49

9,59

e;68

9.77

1,57

1,65

1,74

1.82

15,6

15,5

15,4

15,3

10,5

10,6

10,1

10,8

3,02

3,09

3,17

3,24

5,90

5,87

5,82

5,78

1,16

1,80

1,87

1,96

100.150.10100.15A,121 00.1 50.1 4

100 150

10

12

14

'13 6,524,2

28,7

33,2

19,0

22,6

26.1

4,80

4,89

4,97

2,U2,42

2,50

10,3

10,2

10.2

7,50

7,53

7.56

4,10

4,19

4,28

5,25

5,24

5,23

2,68

2,732,77

100.200.10100.200.12100 200.14100 200-16100'200.18

100 200

10

12

14

16

1B

15 7,5

29,2

u,840,3

45,7

51,0

23,0

27,3

3.1;6

35,9

40,0

6,93

7,03

7,12

7,20

7,29

2,01

2,10

2,18

2,26

2,34

13,2

13,1

13,0

12,9

12,9

8,76

B,B2

8,88

8,93

8,97

3,75

3,84

3,93

4,02

4,09

5,98

5,95

5,92

5,BB

5,86

2,22

2,26

2,32

2,39

2,46

44

Page 45: Tabel Profil Konstruksi Baja

i

t

It

lI

I

I

t-_

L tgo lxcm4

wxcm3

txcm

"'ao

wrocm"

lY

cm k, ltcma

i,qcm .ko

ir.,

cmk

lJ

80.120. I80'1 20.1 080.120.1280.120.14

0,441

0.438

0,433

0,429

226

276

323

368

27,6

34,1

40,4

46.4

3,82

3,80

3,77

3,75

B0.g

s,1114

130

13,2

16,2

19,1

22,0

2,29

2,27

2,25

2.23

2,97

3,73

4,52

5,30

261

3rB

371

421

4,10

4,07

4,04

4,01

45,8

56,1

66,1

75,8

'l 1at,tz

1 ,71

1,71

1.70

5,24

6,52

7,79

9,0390.110.I90.1 1 0.1 1

90.1 1 0.1 3

0,652

0,650

O.MB

204

243

281

26,5

31,9

37,2

3,43

3,41

3,39

122

146

r68

18,3

22,1

25.7

2,6A

2,64

2,62

2,46

?,gg

3,58

264

315

362

3,90

3,BB

3.85

62,2

74,3

86.0

1,89

1,BB

I,BB

4,83

5,90

6,%90 130.1090.1 30.1 290 130.14

0,472

0,468

0,465

358

420

480

40,5

48,0

55,3

4,11

4,09

4.07

141

165

187

20,6

24,4

28.1

2,58

2,56

2.U

3,19

3,82

4,50

420

492

560

4,46

4,43

4,40

78,5

92.6

106

1,93

1,92

1,9'l

5,70

6,81

7.9190.1 50.1 090 150.1290.1 50.1 4

0,363

0,360

0,357

532

626

716

53,1

63,1

72,8

4,79

4,77

4.75

'146

i7019{

21,0

24,7

28,4

2,51

2,49

2.47

3,69

4,45

5,20

591

694

192

5,05

5,02

4,99

87,3

102

118

1,94

1,93

1,92

6,14

7,39

8.6090.250.1090.250.1290.250.1490.250.16

0,156

0, 154

0,152

0,150

2170

2510

2960

3330

140

167

193

219

8,09

8,06

8,03

8,01

163

191

218

243

22,0

26,0

30,0

33.8

2,22

2,20

2,18

2,16

6,75

8,15

9.60

11,2

2220

2630

3020

3400

B,1B

B, 15

8,12

8,09

113

133

152

172

1,U1,83

1,82

1,82

9,75

11,8

13,8

15,71 00.1 50.1 0100.150.121 00.1 50.1 4

0,M20,439

0,435

552

650

744

54,1

64,2

74.1

4,78

4,76

4,73

r98

232

264

25,8

30,6

35.2

2,86

2,U2,82

2,96

3,55

4, rB

637

749

856

5, 13

5,10

5,07

112

132

152

2,15

2,15

2,14

5,22

6,24

7.26100.200.10100.200.12100.200.14100.200.16100.200.18

0,2660,2u0,262

0,2590,256

1220

1440

1650

1860

2060

93,2

111

128

145

162

6,46

6,43

6,41

6,38

6.36

210

247

282

316

34-i

26,3

3'r,3

36,1

40,8

45,3

2,68

2,67

2,65

2,63

2,61

4,06

4,91

5,75

6,60

7,50

1 300

1 530

1760

1 970

2180

6,66

6,63

6,60

6,57

6,54

r33

158't81

204

227

2,14

2,13

2,12

2,11

2.11

6,41

7,68

8,95

10,2

11,5

45

Page 46: Tabel Profil Konstruksi Baja

TEGANGAN.TEGANGAN YANG DIIZINKAN MENURUT N 1055

BahanMacam tegangan

Teganganyang

diizinkanuntukpem-

bebanangabungan

AdanB C

Baja konstruksi Bd. 37 menurut N 702 dan Bd. OOyang memenuhi syarat-syarat percobaanuntuk Bd. 37

tarikan of

tekanan od,

lenturan o,1400 1610

Baja paku-keling Bd. K 34 menurut N 718,kaiau jarak a dari tepi sampai tengah_tengah paku-keling itu dalam arah gayaia la h:

Baut-baut-sekerup, baut-baut jangkar dll,kalau jarak a dari tepisampai tengah_tengahbaut dalam arah gaya ialah:

a :2d

putus-

geseran itekanan

tumpuan as

8,0 ir2d,

dari Bd. 37

1120

2800

1 2BB

3220

a = 1,5d

putus-geseran itekanan

tumpuan 6s

0,Bar

1,6 ar

dari Bd. 37

1120

224012BB

2576

a:2d

tarikan o,

putus-

geserani

tekanan

tumpuanas

0,7 at

0,6a.

1,sat

dari Bd. 37

980

u021C0

1127

966

2415

a : 1,5d

tarikano,putus-

geserani.

tekanan

tumpuanas

0,7at

0,60.

1,2ot

dari Bd. 37

980

840

1680

1127

966

1933

Besi-tulang B. tu. OO menurut N 7.lS

tarikan o,

tekananb,lenturan ou

putus-

geseran i

250

500

300

200

t

J

1) Kalau a sama dengan berat sendiri konstruksi; 6 pembebanan yang berguna; c pembebanan salju; d pembebanan angin sedang dan e pembebananangintinggi, makapembebanangabungan: A = a * b + c; B = a + b+ ddan c = a + b + e.

iJ^1"-T::Tl,T:":lx?i:,i,1:?t^:::::.:,ifl..:l-tj'1.1, ::,* pJaksa.naan da.n konstruksi, dimana petunjuk-petunjuk daripanitia Normarisasiterahr u^rt, ur I I tqt tq PEtulUuK.t'*?T:',::',::j:'::-::Tl]1,-,l11lo,o"nun, maka tesansan-tesansan yans diizinkan ini harus dikuransi densan 15olo.r or rvt ut ilgan I c-lo.

XH'il:::i;ljJjlilH;ff'j:::::?, penvelenssaraan dan pelaksanaan bertaku dibawah pinnpinan seorans ahlisendiri, maka dapattah diizinkan untukrenambah nilai-nilai dari daftar itu dengan 15%.

46

-I-

lilrffir-lillll--

rlilfllll

ih1ilffiil

h

$

fr

rllfiiI,I

Page 47: Tabel Profil Konstruksi Baja

,f

GAYA-PIKUL (KEKUATAN ]UIENAHAN} PAKU-PAKU-KELING

untuk sambungan-sambungan dengan irisan tunggal' maka gaya-pikur pada tekanan tumpuan, seberah kiri di bawah garis tangga yang pertama rebih.kecilnoil':-',,fjffiil;:ffi#;T:;:,",:ffi;;,ljru;;:n"n',",,"n il,ln*,nn.n n,r"-oi,,,ilniuk sambunnun-,a,u..,-nfan densan irisan bersanda, maka

47

Page 48: Tabel Profil Konstruksi Baja

DAFTAR KOEFISIEN TEKUT co UNTUK BAJA Fe 360

Daftar koefisien tekuk tersebut di atas disusun berdasarkan peraturan Belanda: NEN 3851:Technische grondslagen voor de berekening van bouwconstructies - TGB 1972 - Staal.

* Tabel ini dari lr. Th. A. Adi Soebagio (Universitas Trisakti).

I 0 1 2 3 4 5 6 7 I I

110120130

140

150

160

170

180

190

200

010

20

304050

6070

8090

100

210220230240259

1,00

1,00

1,00

1,07

1,1 5

1,24

1,341371,621,90

2,04

2,342,783,263,784,34

4,945,586,256,967,72

8,51

9,3410,21

11,11

12,06

1,00

1,001,01

1,08

1,16

1,25

1,351,48

1,641,82

2,47

2,382,833,31

3,844,40

5,005,656,327,047,80

8,599,42

10,3011,21

1,00

1,001,01

1,091,171,26

1,36'1,50

1,661,94

2,10

2,422,983,363,894,46

5,065,71

6,397 ,117,88

8,679,51

10,38,rjo

1,00

1,00

1,O2

1,09

1,171,27

1,381,51

1,67

1,872,12

2,47

2,923,423,954,52

5,135,786,477,197,95

8,759,59

10,47

I 1,39

1,39

1,53

,1,691,gg

2,15

2,512,973,474,004,59

5,195,846,547,268,03

8,849,68

10,5611:s

1,00

1,001,02

1,101,181.28

1,00

1,00

1,03

1,11

1,19

1,29

1,401,541,71

1,91

2,18

2,553,023,524,064,66

5,255,91

6,617,348,11

g,g2

9,7710,661 1,58

1,00

1,001,041,121,201,30

1,41

1,561,731,94

2,21

2,603,073,574,124,70

5,325,986,687,428,19

9,009,86

10,75,r:*

1,@1,001,05

1,131,21

1,31

1,431,57

1,751,96

2,24

2,643,123,624,174,76

5,386,056,757,498,27

9,099,94

10,9411!7

1,00

1,001,05

1,131,22

1,32

1,44

1,591,761,gg

2,29

2,693,163,684,234,92

5,456,11

6,827,578,35

9,1710,G|10,9311:7

1,001,001,061,141,231,33

1,461,601,782,O1

2,31

2,733,21

3,734,294,gg

5,516,186,gg7,Q4

8,43

9,2510,1211,O2

, rju

I

Page 49: Tabel Profil Konstruksi Baja

1.

RUMUS.RUMUS UNTUK MENENTUKAN/MENGHITUNG PENAMPANG BATANG-BATANG

BAJA YANG DITEKANUntuk kerampingan-kerampingan lebih besar daripada g0.lo"ro. = 1,7 PL2kuntuk , : i,Siaa : 1400 kg/cmzl;lpera. = 1,5 PL21, untuk y - !,eQ, (od = 16.10 kg/cmz1.Dalam rumus ini, maka pharus diisidalam rdan Llrdalam m.

Ynr.'.k kerampingan-kerampingan rebih kecir daripada g0.A. Untuk batang-batang iunig"l,

profil-profil-Din : Fpend. = t + 2Lflod

Fpend.:: +g,2L2ka6

Fpend.=!+l,6sLlo6

Fpend.=:+l,1Llo6

B. Untuk kolom_kolom majemuk {ll; I L t l} Oi mana l, ) 1 ,1 l,:

Fpend.: : o,65Llod

c' Untuk batang-batang rangka ySng dikerjakan berganda, di mana peratbuhul ditempatkan di antarJprofil_profil:

UntukJ L = Fpend. = t + 2,5L2k

od

J- dan (), Fpend. = ;

+ t,7sLf

UntutJ l: F0,,6. = : + 2,2SLi,od

Untuk l[.: Forna. = t + g,SLl,od

Dalam rumus ini maka Lr ialah panjang_tekuk dalam m; untuk p dalam t,. maka do harus diisi daram ilcm2, untuk p daramkg, maka od daram kg/cm2.

2.

profil-profil-Dir

profil-profit-Dil

profil-profil-Die

49

Page 50: Tabel Profil Konstruksi Baja

SECTION PROPERTIES

LIGHT LIP CHANNELS

SIZE SECTIONAREA WEIGHTSIZE

L 200x75x20x3.2

( I50x75X20x4.5

r50x65x 20x3.2

t50x50x20x4.5

l50x 50x ?0x3.?

t50x50x20x2.3

125x50x20x4.5

t25x50x ?0x4.0

t25x50x 20x3.2f 25x50x 20x2.3

toox50x20x4.5

t00x50x20x4.0r00x50x20x3.2r00x50x 20x2.6r00x50x 20x2,3t00x50x20x t.6

75x45x t5x2.375x45x l5x 1.6

60x30x t0x2.360x30x t0x t.5

lb/ft

r50

t50

150

t50

r50

t25

r25

t25

r25

r00

r00

r00

r00

t00

r00

7.874

5.906

5.906

5.906

5.906

5.906

4.92t

4.92t

4.92 r

4.92t

3.937

3.937

3.937

3.937

3.937

3.937

2.953

2. 9s3

2.559

r.969

| .969

r.959

r.969

r.969

t.969

r.969

r.959

t.969

I .969

r .969

I .969

r.969

0 787

0.787

0.787

0 787

0. 787

0.787

0.787

0.787

0.787

0.787

0. 787

0. 787

0. ?87

0.787

0.787

0.787

3.2

4.5

3.2

2.3

4.5

4.0

3.2

2.3

4.5

4.0

3.2

2.6

2.3

t.6

0. t77

0. r26

0. r50

0. t77

0. r57

0. t25

0. r50

0. r77

0. r57

0. r26

0. r02

0.09 t

0.063

0.09 t

0.063

r 3.97

9.567

n.7?

8.607

6.322

t0.59

9.548

7. 807

5.747

9.469

8. s4t

7.007

5.796

5. r72

3.672

2. t65

r .483

I.8t7

0.201

0.980

t.64t

I .480

t.2t0

0.89 r

| .458

| .325

r.086

0.898

0.802

0. 569

0.64 r

0. 458

9.27

7.51

9.20

5. 76

4. 96

8.32

7.50

5. r3

4.5 r

7.43

6.7 !

5.50

{. 55

4.06

2.88

3.25

2.32

?.2s

r .63

?.8?4

3.35t

? 288

?.80?

?.059

r.5il2.534

2.285

1.867

| .374

2.263

2.044

r .675

r .386

t.237

0. 877

6.2?9

7.392

5.047

6. r82

4.543

3.333

5.59r

5.040

4. il93.03 |

4. 993

4. 509

3.696

3,057

2.72E

r.935

2. t84

I .559

r.512

r.095

1i

b

)D

"4\)

U

tL

t)

t.1

20

20

20

?0

?0

20

20

20

20

20

20

20

20

50

50

50

50

5o

50

50

50

50

50

50

50

50

45

45

75

75

30

30

2.953

2. 953

2.362

2 36?

,.772

L77?

l. r8r

r. r8t

0.59 t

0.59 r

0.394

0.394

2.3

t.6

2.3

r.6

0.09 r

0.063

4. t37

2.952

2.872

?.072

0. 445

0.32 t

0. 990

0. 707

0.585

0.496

t5

t5

,)t\

u\

1-,)

60

50

50

r-

Page 51: Tabel Profil Konstruksi Baja

CENTER OF GRAVITY MOMENT OF INERTIA RADIUS OF GYRATION SECTION MODULUS

Zy

2.27

?.50

2.lt

0.894

0. 984

0. r3t

il .75

7.976

87. 5

99.2

53.8

2.t02

2.383

I .293

7 .77

5.92

5.89

2.33 t

2.3 t9

?.66

2.37

r .047

0.933

72. I

55. 2

44.3

3. 979

2.703

r6.8

r9.8

t2.2

I .025

t.208

0. 744

72t

332

0

0

0

0

0

0

0

0

0

0

0 0

0

0

0

0

r .54

| .54

r .55

r .68

i. ee

r .68

0.504

0.604

0.6 t0

0.66 t

0.66 t

0.65 t

0.665

368

2E0

2t0

23E

2t7

rEt

r37

t39

t27

8.8{t

6,727

5.045

5.7t8

5.2 t3

4. 349

3.29 t

3.339

3.05 t

2.57t

2. t55

r .939

r .403

35. 7

2E.3

2t.9

33.5

33. I

26.6

0.858

0.680

0.526

0.805

0. 795

0. 639

0.495

5.60

5.7t

5.77

4.74

4.77

4.8?

2.205

2.248

2.272

| .866

t.t7tr.898

,.92t

r .75

t.8t

t.86

| .78

r.8t

| .85

I .89

0.689

0.7 t3

0.772

0.70 t

0.7 t3

0.728

0.783

49.0

37. 4

?8.0

38.0

34.7

29. 0

2.990

2.?82

| .709

2.3 t9

2.ttl| .770

r .336

t0.5

8. t9

6.33

r0. t

9. 38

E.02

0.64t

0.03 t

0.5t3

0.6 t6

0,572

0. 489

0.520

0. s99

0.557

0

0

0

0

0

0

r .69

r .86

r.E6

t.t6r.E6

0.732

0.732

0.732

0.732

0.732

0.736

20.6

30. 9

28.7

21.5

2,,0r9.0

0.742

0.690

0. 589

0.509

0.456

0.336

t07

89. 7

80. 7

58.4

4. 88

3.82

3.85

3.90

3.93

3. 9s

3. 99

t.504

t.5t6

r.535

r.547

I .555

t.57t

r.8t

r .E3

r .87

t.90

1.92

| .9s

2t.927.7

25.4

2t.3

t7.9

r6. t

il.7

0.7 t3

0.7?0

0.736

0.74E

0.756

0. ?6S

t.690

t.550

I .300

r.092

0.982

0.7t4

6.22

9.82

9. t3

7.8 t

6.68

6.05

0

0

00

r.E6

r.t7

0.477

0. 408

0.370

0.273

, .72

t.72

r .06

r .06

0.677

0.677

0.4 t7

0.4t7

37. I

27.t

r5.6

il.6

-t

0.E9t

0.65 t

0. 375

0.279

0.283

0.209

0.080

0.062

3.00

3. 03

2.33

2.37

t. t8t

t. t93

0.9 t7

0.933

r1.0

il.E8.7t

3.32

2.56

r.69

t .72

r .07

t.il

0.665

0.677

0.42t

0.437

9.90

7.24

5.20

3. E8

I

0.604

0.442

0.3 t7

0.237

4.47

4.24

3. t3

r.7t

| .32

0.259

0. t9t

0. t04

0.08 t

.l .','\.'

51

Page 52: Tabel Profil Konstruksi Baja

LIGHT CHANNEL

SIZESECTION

AREAWEIGHT

lb/lr

SIZE

350x50x50x4.5350x50x50x4.0

300x50x50x4..5300x50x50x4.0

250x50x50x4.5250x50x50x4.0

200x50x50x4.5200x50x50x4.0200x50x50x3.2

t50x75x75x4.5

150x50x50x4.5

t00x50x50x3.2

75x40x t5x3.2

60x30x30x?.3

38x t5x t5x t.5

l9x t2x t2x t.5

350

3s0

300

300

250

250

200

200

200

r3. 78

r3. 78

il.8til .8t

9.843

9.843

7.874

7 .874

r .969

r.969

r.959

r.969

r.969

| .969

r .969

1.969

4.5

4.0

4.5

4.0

4.5

4.0

4.5

0.177

0. t57

0. t77

0. r57

0. t77

0. r57

0. r77

0. r57

0. t26

t9. 58

t7.47

t.7. 33

r5. 47

r5.08

r3. 47

r2. 83

n,479.263

3.03s

2.708

?.686

2.398

?.337

2.088

r.983

| .778

r.436

r.989

t5. 4

r3.7

t3. 6

t2. t

il.8r0.6

10. I

9.00

4.69 t

4. t73

4. t43

3.586

3.594

3.229

3.076

?.741

2.?t4

3.075

t0.35

9.206

9. t39

8. t3l

7. 929

7 .123

6. 7E7

6.048

4. 885

5. 787

50

50

50

50

50

50

50

50

r50

r50

t00

75

60

38

r9

7 ,874

5.905

s.906

3. 937

?.953

r.969

2.953

r.969

r.969

1.575

4.0

3.2

4.5

4.5

3.2

3.2

0. t77

0. r77

0. t?6

0. t26

0.091

0.059

t2.83

t0.58

6.063

3.823

2. 586

0.90 t

t.640

0.940

0.593

0.40 t

0. t40

0. 087

7 .?7

r0. I

8.3 t

4. 76

3. 00

2.53 t

I .450

0.9 t4

0.6 t8

0.2 t5

0. t37

5.584

3. 199

2.0 t6

r.364

0 .477

0. 302

50

75

50

50

40

2.362

r .496

0. 748

t. t8t

0.59 t

0.472

2.3

t.5

t.5

30

t5

t2 0.059 0.563

?.03

0.7t

0. 45

52

Page 53: Tabel Profil Konstruksi Baja

i 2TR

Cx

t

vYteil.-C-

+.---.- -x

CENTER OF GRAVITY MOMENT OF INERTIA RADIUS OF GYRATION SECTION MODULUS

B

^[

Zy

tn3

0

0

0

0

0

0

0

0

0

0

0

0

85

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0. 75

0.73

0.8?

0.80

0.9 r

0.88

t.03

r .00

0.97

2.08

t.20

L40

0.75

0,86

0.40

0.4 r

0.295

0.?87

0.323

0.3 r5

0.358

0.346

0.406

0.394

0.382

0.8 r9

0.472

0.55r

0.295

0.339

0. r57

0. r57

2750

2470

r 850

r 650

r 160

r 050

665

600

490

438

3?9

93.6

27 .3

t4,?

r .93

0.30

66.07

59.34

44. 45

39.88

27 .81

25.23

r6.00

t 4.4?

il .77

t0.5?

7.904

?.249

0.656

0.34r

0.046

0.007

27 .5

?4,8

26.8

24. I

25.9

23.3

?4.6

?2.2

tE.2

7t.4

22.8

r4.9

4. 48

?.?6

0. r9

0.08

0.66r

0.596

0.644

0.579.

0.6?2

0.560

0.591

0.533

0.437

r.7t5

0.548

0.358

0. r08

0.054

0.005

0.002

il.8il.9

t0.3r0. 3

8. 78

8.8 r

7 .20

7.?3

7 .28

5.84

5.57

3.93

2.67

2.34

| .43

0.73

4.646

4.585

4. 055

4 055

3.457

3. 468

2.835

2.846

2.866

?.299

2, r93

r .547

r.05r

0.92 r

0.563

0.287

r. 19

l. 19

1.24

I .25

t.3tt.3?

I .38

r .39

I .40

2.36

t.47

I .57

t .08

0.94

0.45

0.37

0.469

0. 459

0.488

0. 492

0.5 r6

0.520

0. 543

0.547

0.55 t

0.929

0.579

0.6 r8

0.4?5

0 .370

0.r77

0. t45

r57

t5l

93. 0

83. 7

66. 6

60.0

49.0

58. 4

43.9

r8.7

9.12

4.72

t.02

0.32

9.580

Lzt 4

7 .505

6.773

5.575

5. r07

4.064

3.661

2.990

3.554

?.679

t. t4t

0. 557

0. ?88

0.062

0.020

5.48

5.8t

6.4 t

5. ?4

6.3 r

5 ,66

6. r8

5.55

4.5 r

r3.2

s.99

4. r4

6.93

r .06

0. r7

0.98

0. 39s

0. 355

0.39r

0.350

0.385

0 .345

0.377

0.339

0.27s

0.805

0. 366

0. ?53

0.423

0.06s

0.0 r0

0 .060

53

Page 54: Tabel Profil Konstruksi Baja

HOLTOW STRUCTURAL TUBINGS t'"'" s,zE)

Hollow structura! tubingts are welded and cold-formedfrom hot rolled steel strip, conforming to the standardspecification for "cold formed and seamless carbonsteel structural tubing in rounds and shapes", ASTMdesignation: A500-65 with several more strict restric-tions as to certain tolerances.Cold-forming produces a clean and smooth finishsuitable for painting and exposed applications.Hollow structural tubings always furnish you unlimitedopportunities for your designs in:

-

SIZE WE IG HT

r25x t25x5.0t25x t?5x4.5t25x l?5x3.2

t00x t00x4.5r00x 100x3.2

r00x t00x2.3

75x 75x3.?75x 75X?.3

50x 60x?.360x 60x t.5

50x 50x2.350x 50x r.6

t50x r00x6.0t50x r00x4.5

t25x 75x3.2r25x 75x2.3

r00x 50x3.2r00x 50x2.3

75x 45 x2.3

60x 30x2.360x 30x t.6

t25

)?5

t25

t00

t00

r00

75

75

50

60

50

50

4.9?t

4.9?]

4.92t

3.937

3.937

3.937

2.953

2.953

?.362

?,36?

r.959

r.959

5 .906

5.906

4.92 r

4.92t

3 .93i

3.937

2 .953

?.36?

?.362

t?5

t?5

l?5

100

r00

r00

75

75

60

60

50

50

t00

t00

75

75

50

s0

45

30

30

4.9?t

4.921

4.92t

3 .937

3.937

3 .937

2.953

?.953

2,36

2.36

r .96

r .96

3 .937

3 .937

2.953

2.953

r.969

r.969

t .17?

6.0

4.5

3.?

4.5

3.2

2.3

3.?

?.3

?.3

r.6

2.3

r.6

6.0

4.5

3.?

2.3

3.2

?.3

2.3

2.3

t.6

0.236

0. t77

0. r26

0. r77

0. r5?

0.09 r

0. r62

0.09 t

0.09 t

0.063

0.90 t

0.503

0.236

0. r77

0. 162

0.09 r

0. r62

0.09 r

0.091

0.09 r

0.06t

27.63

?t.t7r 5.33

t6.67

t2.t38. 852

8.927

6 .55?

5.t123.67?

4.25?

3.032

?7.63

2t.t7

t2. t3

8.852

8.927

6 .552

5. t72

3.97?

2.7t2

4.281

3.28 r

2.316

2 .584

r.880

t .37?

0.802

0.569

0 .659

0 .470

4.283

3.28 r

I .880

t,31?

0.802

0.6 r6

0.4?0

?t.1016.60

r2.00

l3: 10

9.520

6 .950

7.0 r0

5. r40

4.060

2 .880

3.340

2.380

2l .70

t6.50

9.520

6.950

7.0t0

5. r40

4.060

2.980

2.t30

6.5t0

5.0s6

3.655

3.990

2.900

2. |7?. t35

I .566

L?37

0. 877

I.0r70.725

6.6 r0

5.056

2.900

? .1t7

?. t3tr .565

t .23?

0. 909

0.646

t4.58

ll.168.064

8.803

6. 397

4.670

4.7rI3.454

?.7?8

r .935

2.?44

| .599

6. 39?

4.676

4.7 il3. 454

2.7?8

60

60

1 '-]A- --x

*

-Y

Page 55: Tabel Profil Konstruksi Baja

CENTER of GRAVITY MOMENT of INERTIA RADIUS of GYRATION SECTION MODULUS

tnJ

ZxZyCx

[-0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

64r.0

506.0

376 .0

?49.0

r87 .0

r 40.0

75. 50

57. t0

28.30

20.70

r5. 90

il .70

r5. 40

r2. r6

9.033

5.982

4.493

3.364

r.8r4t.372

64r.0

506.0

376.0

r5. 40

t2. r6

9.033

4.8?0

4.890

4.950

3.870

3.930

3.970

2.9 t0

2 .950

2.340

?.370

r .898

I .925

r.949

4.820

4.890

4.950

r .898

r.925

| .949

1.5?4

r .547

r .563

r03.0

80.90

60. r0

49.90

37. 50

27.90

20. r0

I 5.20

9.440

5 .890

6.285

4.937

3.667

3 .045

2 .880

t .70?

1.2?7

0.928

0. 576

0.420

r03.0

80.90

60. t0

49.90

37. 50

27 .90

20. r0

r5. 20

9.440

6,890

6.340

4.680

6. 285

4.937

3.667

3 .045

2.880

t .702

| .?zt

0. 928

0.576

0.420

0.387

0.286

0

0

0

0

0

0

249 .01 s. 982

r 87.0 I 4. 493

I 40.0 I 3. 364

75. 50

57. t0

t .s241 3.870

r .547 I 3.930

r .563 I 3.970

0

0

0

0

0

0

0

0

0

0

0

0

2.9 t0

2.950

?.340

?.370

0

0

0

0

0

0

0.680 I 28.30

0.497 I 20.70

0.382

0.28t

0.92 t

0.933

0.760

0.772

6.340 I 0.387

4.580 I 0.286

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

83s.0 I eo.os

558.0 I r5.8t

r5. 90

il .70

444.0

352.0

il 7.0

87.50

38.00

29.00

0.680

0.497

0.38?

0.28 r

r0.67

8.457

2.8t t

2. t02

0.9 t3

0.697

0.423

0.921

0.933

0.760

0.77?

2. r65

2.t97

t.8ilI.83r

4.0 r0

4.080

3. r00

3. 140

6.773

5.35 t

2 .508

I .867

r .373

I .037

0.635

0.34?

0.254

?57.0

r 9?.0

I t2.0

84. 8

38.90

5.500

5 .580

4.500

4.650

3. s50

3 .600

2.740

4t. t030. 60

22.50

r7.00

10. 40

5.6 r0

4. r50

3r. r0

23. 30

7 .820

6. r74

4.6 r3

2.69 r

?.037

0.935

t.220

r .236

0.8tI0.827

0,724

0.480

0.492

r.579 1ilt.0 88.80ls.arsI .606 I 87. 70 70. 40 I 4.296

I .398 I 2.060

t.4t7 t2. t000.928

0. 708

0 .477

r6.80 I 0.404 5.650 I 0. 136

r 2. s0 I 0.300 4.2s010. t02

0.83 r

0.846

t.220

r.2503 . 760 l0 .229

2.83010.t73

Page 56: Tabel Profil Konstruksi Baja

LIP CHANNELS IN BACK TO BACK ARRANGEMENT

LIP CHANNELS IN FRONT TO FRONT ARRANGEMENT

Scalonal

Area

Unit

Weight

Poaltion

of

Centrc of

Gravity

Second

Moment

of Area

Rrdlur ol

Gyratlon

of Area

Scctlonal

Modulur

Cx Cy k ly II ly Zx 2v

axbxc t cme kg/m GM cm4 cm cm3

100x100r20 z3

3,2

10,34

14,01

8,12

11,00

0

0

0

0

101

214

73,8

97,6

3,94

3,91

2,47

2,64

32,2

42,8

14.8

19,6

125x100x20 2,3

3.2

11,49

15,60

9,02

12,3

0

0

0

0

214

362

74,1

97,2

4,88

4,82

e55

2,50

43,8

58,0

14,9

19,4

100x130x20 2,3

3,2

14,02

19,14

11,0

16,0

0

0

0

0

496

664

145

193

5,95

5,89

3,22

3,19

66.1

88,8

22,3

29,7

20Ox160i20 3,2 23,62 18,5 0 0 1442 297 7,81 3,54 144 39,6

l__-ItI

a

1_

Sectlonal

Area

Unit

Weight

Position

of

Centre of

Gravity

Second

Moment

of Area

Radius ol

Gyration

of Area

Sectional

Modulus

Cx Cy lx !y tx ry Zx Zy

axbxc t cm2 ks/m cm cm4 cm cm3

10Ox100x20 ?,3

3,2

10,34

14,01

8,12

11,00

0

0

0

0

161

214

140

r87

3,95

3,90

3,68

3,65

32,2

42,8

28,0

37,4

126x10Ox20 2,3

3,2

11,49

15,60

9,02

12,3

0

0

o

0

274

362

167

225

4,88

4,82

3,81

3,38

43,8

58,0

33,4

45.0

160x130x20 2,3

3,2

14,02

19.14

11,0

15,0

0

0

0

0

496

664

351

476

5,94

6,89

5.00

4,99

66,1

88,6

54,0

73,2

200x150x20 3,2 23,62 18,5 0 0 1432 834 7,79 5,94 143 111

56

Page 57: Tabel Profil Konstruksi Baja

Elastic Design Euler StressValues F'e for GompressionMembersALL GRADES OF STEEL

a-

a12nzE

23Kl rrl,

J.

vr6

F'E

(ksi)Ird

F'E

(ksi)Ir6

F'C

(ksi)Ir6

F'E

( ksilYt F'e

16 (ksi)

Kt,

7F'.,.

(ksi)

21 338.6222 308.5423 282.2924 259.2625 238.93

26 220.9027 204.8428 190.47

29 177.56

30 165.92

31 155.3932 145. 83

33 137.13

u 129.1835 121. 90

36 115.2237 109.08

38 103.4239 98. 18

40 93 33

41 BB. 83

42 84.6543 ab zo

M 77.1345 73.74

46 70.5147 67.6048 64. 81

49 62.2050 59.73

51 57.41

52 55.2353 53.16v 51.21

55 49 3l56 47.62

57 45.9658 M.3959 42.9060 41.48

61 40. 13

62 38. 85

63 31.62u 36.4665 35.34

66 U.2B67 33.2768 32.2969 31.3770 30.48

71 29 62

72 28. 81

73 28.0274 2t.2175 26.55

76 25. 85

77 25.1978 24.5479 23.93B0 23.33

81 22 76

82 22.2183 21. 68

84 21 16

85 20.61

86 20.1987 19.73BB 19.28

89 18. 85

90 18.44

91 18.0392 17.U93 17.27

94 16.9095 16.55

96 16.20

97 15. 87

98 15.55

99 15 24

100 14.93

101 14. M102 14.35103 14.08104 13. B]

105 13. yl

106 13 29

107 13. M108 12. B0'109 12.57110 12. U

1'11 12.12112 1 1. 90

113 11. 69

114 i 1. 49

1 15 11.29

116 11.10117 '10.

91

1 18 10.12'119 10. 55

120 10.37

121 10.20122 10.03123 9. 87

1?4 9 71

125 9.56

126 94.1121 9.26128 f. i1

129 8.97130 B. 84

13',1 8.70132 8.57133 B. M1U 8.32135 B. 19

136 8.07137 7 96

138 7.U139 7.13140 1.62

141 I 51

142 7 41

143 7.30144 7.20145 1.10

146 7.01147 6.91148 5. 82

149 6.73150 6 64

151 6.55152 6.46153 6.38lU 6.30155 6.22

156 6.14157 6.06158 5.98159 5.91160 5. 83

161 5.76162 5.69163 5.621M 5.55165 5 49

166 5.42167 5.35168 5.29169 5.23170 5.17

171 5.11172 5.05173 4.99114 4.93175 4. BB

116 4. 82

177 4.71178 4.71179 4.66180 4.61

181 4 56

182 4.51183 4.46184 4.41185 4 36

186 4.32181 4 2/1BB 4.23189 4.18190 4 14

191 4 09

192 4.05193 4.011e4 s gz]

195 3.93l196 3 BelI1e7 385i

198 s. er I

199 t. r' I

200 .. r, I

F'" =

57

Page 58: Tabel Profil Konstruksi Baja

a

.D

{Iil

rt'

AISC SpecificationTABTE 1.36

ALLOWABLE STRESS (KSII

FOR COMPRESSION MEMBERS OF 36 KSI SPEC]FIED Y]ELD POINT STEEL

Main and Secondary MembersKl/rnotover 120

Main MembersKl/r121 to2O0

Secondary Members'l/r121to20o

Kl Fa

r {ksi}

Kl Fa

r (ksil

KI

f

Fa

(ksi)

Kl Fa

r (ksi)

KI

rFa

(ksil

I F,,r (ksi)

I Fr"

r (ksi)

1 21 .562 21 .523 21.484 21.445 21 .39

6 21 .357 21 .30B 21 .259 21.21

10 21 .16

11 21 .1012 21.0513 21 .0014 20.9515 20.89

16 20. 83

17 20.7818 24.7219 20.6620 20.60

21 20.il22 20.4823 20.4124 20 35

25 20.28

26 20.2227 20. 15

28 20.0829 20.0130 19.94

3',t 19. 87

32 19.8033 19.73u 19.6535 19.58

36 19. 50

37 19.4238 19 35

39 19.2740 19. 19

41 19.1142 19.0343 18.95M 18.8645 18.78

46 18.7047 18.6148 18.5349 18.4450 18.35

51 18.2652 18.1753 18.08il 17.9955 17.90

56 17.8157 17.11

58 17.6259 17.5360 17 .43

61 17 .3362 17.2463 17 .14M 17.M65 16.94

66 16. 84

67 16.7468 16. il69 16. 53

70 16.43

71 16.3372 16.2273 16 .1274 16.0175 15.90

76 15.7977 15.6978 15 58

79 15.47B0 15.36

81 15 .2482 15. 13

83 15.02u 14.9085 14.79

86 14.6787 14.56BB 14.M89 14.3290 14.20

91 14.0992 13 97

93 13.8494 13.7295 13.60

96 13.4891 13.3598 13.2399 13. 10

100 12.98

101 12.85102 12.12103 12.59104 12.47105 12.33

106 12.20107 12.07108 11.94109 11 .81

110 11 .67

111 11.54112 11.40't13 11 .26114 11 .13115 10.99

116 10.85117 r0 . 7l118 10.57119 10.43120 10.28

I

I

121 10 ."14

122 9.99123 9.85124 9.70125 9.55

126 9.41127 9.26128 9. 11

129 8.97130 8.84

131 8.70132 8.57133 8.M1U 8.32135 8. 19

136 8.07137 7.96138 7.U139 7.73140 7.62

141 7.51142 7 .41

143 7.30144 1.20145 7 .10

146 7.01147 6.91148 6.82149 6.73150 6. tr151 6.55152 6.46153 6.381U 6.30155 6.22

156 6. 14

151 6.06158 5. 98

159 5.91160 5.83

161 5.76162 5.69163 5.62164 5.55165 5.49

166 5.42167 5.35168 5.29169 5. 23

170 5 .17

171 5.11172 5.05173 4.99174 4.93175 4.88

176 4.82171 4.17178 4 .71

179 4.66180 4.61

181 4.56182 4.51183 4.461U 4.41185 4.36

186 4.32187 4.271ffi 4.23189 4. 18

190 4. 14

191 4.09192 4.05193 4.01194 3.97195 3.93

196 3.89197 3. 85

198 3.81199 3.77200 3.73

121 10. 19

122 ',10.09

123 10.00124 9.90125 9. B0

126 9.70127 9.59128 9.49129 9.40130 9.30

131 9.21132 9 .12133 9.031U .8.94135 8.86

136 B.78137 8. 70

138 8.62139 f. il140 8.47

141 8.39142 8.32'r43 I . 25

144B1B145 8.12

146 8.05147 7.99148 7.93149 7.87150 7.81

151 7 .75152 7.69153 7.M1g 7.59155 7.53

156 7.48157 7 .43158 7 39

159 7 .34160 7.29

161 7 .25162 1.20163 7 .161M 7.12165 7.08

166 7.04167 7 .00168 6.96169 6 93

170 6.89

171 6 .85172 6. 82

173 6.79174 6.76175 6.73

176 6.70177 6.67178 6. M179 6.61180 6.58

181 6.56182 6.53183 6 q1

184 6.49185 6.46

186 6.M187 6.42188 6.40189 6. 38

190 6.36

191 6. 35

192 6.33'r93 6 . 31

194 6.30195 6.28

196 6.27197 6.26198 6.24199 6.23200 6.22

58

- K taken as 1 .0 f or secondary members.

r

Page 59: Tabel Profil Konstruksi Baja

A

AISC SpecificationTABLE 1.50

ALLOWABLE STRESS (KSI}FOR COMPRESSION MEMBERS OF 50 KSI SPECIFIED YIELD POINT STEEL

.B

IL

il

\-

Main and Secondary MembersKl / r not over 120

Main MembersKl/r121to20o

Secondary Members*l/r 121 to200

KI Fa

(ksi)

KI Fa

(ksi)

Kl Fa

r (ksi)

Kl Fa

r (ksi)

Kl Fa

r (ksi)

I F""

r (ksi)

Ir

F,,(ksi)

I 1 2994lz 2s87L 2ego

Ia 2s73I 5 29.66

Iu 2e58lt 2e50It 2s42lg 2s34l ,o 2s 26

1 ,, 2s 1l1,, 2e oB

|,a 28 ee

l,o 28 eo

I,u 28 BoI

lto 28 t1

1,, 28 61

18 28 .51

19 28.4020 28.30

21 28.1922 28.0823 27.9724 27.8625 27.15

26 27.6327 27.5228 27.4029 27.2830 27 .15

31 27.0332 26.9033 26.7734 26.6435 26.51

36 26.3837 26 25

38 26.1139 25.9740 25. 83

41 25.6942 25.5543 25.4044 25.2645 25.11

46 24.9647 24 .81

48 24.6649 24.5150 24 35

51 24 .1952 24.0453 23. BB

54 23.7255 23.55

56 23.3957 23.2258 23.0659 22.8960 22.72

61 22.5562 22 37

63 22.2064 22.0265 21 .85

66 21.6767 21 .4968 21.3169 21 .1270 20.94

11 20.7572 20 56

73 20.3874 20 .1975 19.99

76 19. B0

71 19. 61

78 19 .4179 19 .21

B0 19. 01

81 18.8182 18. 61

83 18.41

84 18.2085 17.99

86 17 .7987 17.58BB 17 .3789 17 .1590 16.94

91 16.7292 16.5093 16 29

94 16.0695 15. 84

96 15.6297 15.3998 15 .1799 14.94

100 14.71

101 14 .41102 14 .24103 14.00104 13.77105 13.53

106 13.29107 13.04108 12.80109 12.57110 12.34

1',11 12 . 12

112 11.90113 11.69114 11.49115 11.29

116 i1.'10117 10.91118 10.72119 10 . 55

120 10.31

121 10.20122 10.03123 I 87

124 9.71125 9 56

126 I .41

127 9.26128 9.11129 8.97'130 B . 84

131 8.70132 8.571.33 B .44134 8.32135 B. 19

136 8.07137 7.96138 7 .84139 7 .73140 7 .62

141 7 .51

142 1 .41

143 7 .30144 7 .20145 7 .10

146 7 .01

147 6.91148 6 .82149 6.73150 6.64

151 6.55152 6.46153 6.38lU 630155 6.22

156 6 .14157 6.06158 5.98159 5.91160 5. 83

16',1 5.76162 5.69163 5.62'164 5 . 55

165 5.49

166 5.42167 5.35168 5.29169 5.23170 5 .17

171 5.11172 5.05173 4.99174 4.93175 4.BB

176 4.82177 4.77178 4.71179 4.66180 4. 61

181 4 .56182 4.51183 4 .46184 4 .41

185 4.36

186 4.32187 4.271BB 4.23189 4. 1B

190 4 .14

191 4.09192 4.05'193 4.01194 3.97195 3.93

196 3 89

197 3.85198 3.81199 3.77200 3 73

121 10.25122 10. 13

123 10.02124 9.91125 9. B0

126 9.70127 9.59128 9.49129 9.40130 9 30

131 9.21132 9.12133 9.03134 8.94135 B. 86

136 B.78137 8.70138 8.62139 8.54140 B .47

141 8.39142 8.32143 8.25144 B. 18

145 8.12

146 8.05147 7.99148 7.93149 7.87150 7.81

151 7.75152 7.69153 7.UlU 7.59155 7.53

156 7 .48157 7 .43158 7.39159 7 .34160 7 29

'161 7 .25162 1.20163 7 .16164 7 12

165 7.08

i66 7.04167 7.00168 6.96169 6.93170 6. 89

171 6 .85172 6.82173 6.79174 6.76175 6.73

176 6.70177 6.67178 6 64

179 6 . 6]180 6.58

181 6.56182 6.53183 6.511U 6.49185 6.46

186 6.M187 6 .421BB 6.40189 6.38190 6 . 36

191 6.35192 6.33193 6 31

194 6.30195 6.28

196 6 27

197 6.26198 6 24

199 6.23200 6 22

l( taken as 1 .0 for secondary members.

59

Page 60: Tabel Profil Konstruksi Baja

Plastic Design Selection Tables

zsShapc

A dC

r, 7tFy = 36 lrl F7 = !o trtLIo P, MD Py

ln.r ln.r ln. la. Xip.tU Kipr Kip-tt KlPr

l650

1480

1320

r2601180

1170

10801050

l0l0

943938919859

838802

768756737

735

718673

668661

62561159459?

58155955755r

514

w36x300w14x550

w1{x730

wlfx655

w1{x605

W36XZto

w36X260w14x500

w16x243

w35x230w14x455w33x240w14x426

w33xZZ0w14x398

w36x194w33x200w14x370w30x210

w36xltzw14x342

w36x170W30Xt90

w36x160w14x314w30xl72W14x320

w36xl50W33x152w z7 xt77W14x287

w33xt{t

215

ls178

88.3162

8?.4

76.5147

72.1

67.113470.6

125

64.8ll7

57.258.9

10961.9

53.6101

50.056.0

47.192.350.794. I

44.244.852.284.4

41.6

,.3I

7.67

8.ffi

4t.2

45.0

47 .446.210.839.2

57.352.837.712.8

55.1

38.98.49

43.18.97

47.19.49

40.49.97

42.910.3

50.1l1 .4

53.24?.4

55.112. 145.68.89

l5 I

15.0

13.f

7.9

t88

7.81

15.27.il

15.07 .49

14.97.35

13.97.25

13.87.t7

14.613.77.08

12.6

14.56.9,

14.512.6

14.46.qt

12.55.63

14.313.511.45.8t

t.69

f .62

4.55

3.834.49

3.81

1.774.43

3.75

3.734.i3.644.34

3.604.31

2.563.574.273.50

2.554.21

2.533.47

2.504.?03.434.17

2.472.473.264.17

2.4?

{9gr

4440

3960

379'3540

3510

32$31fl)

3030

281)28r027602610

25102410

2300227022tO22t0

215020al

20001980

17$168016701650

1540

1880

183017801780

7748

7060

6410

.26m

.2330

4210

.19:X)

3640

31805830

2970

.27fi52q)

t2Q,lQ

4820

25404500

.2060

.2120

3920

22n

.1800

20?:0

.l7m3320

.189,

3390

.l5q)

.1610

18803040

.1500

.6350

"5570

n5060

52504920

/1880

45004380

4210

3930391038303620

34$3340

320031503070

3060

299028m

278{J

27fi

2600

255024802470

24m23308m2300

2140

.SD

.!1120

.8190

.4420

8100

.4120

.3930

7350

.3510

.33$57m

.3530

62fl'

.3240

58S)

.2860

.2950

54fl'.3100

.26&l

5fit0

.2500

.28(Xl

.2360

4620

'25404710

.2210

.2240

.2610

$Zm

.aEo

a

Check shape for compliance with Formulas e.7-1al or 1.2.7-jbl, Section 2.7. AISC Specification, as applicable,when subjected to combined axial force and bending moment at ultimate loading.Values ol Mrand Py for these shapes computed on the basis of F, = 46 1rri.

Page 61: Tabel Profil Konstruksi Baja

510

502

501

467

465

464

453

445

437

427

417

415

408

408

391

378

373

370

357

355

346

343

338

J.ra,

321

318

313

311

309

305

303

299

286

280

278

278

t/t+

270

?tro

255

W36 x 13SW14x254W27x160

W33 x 130W24x160W14x246W27x145W14x237W30 x 132

W14x22BW24x145

W33 x 118W30x124W14x219W14x211

W30 x 116W14x202W24 x 130

W21x142W14x193

W30 x 1O8

W27x114W24x120W14x1B4W14x176W21x127

W3O x 99W12x190W24x110W27x102W14x167524x120W14x15BW24x100

W27 x 34W21x112S 24 x '105.9

W 14 x '150

W12 x 161

W14x142

39.8

77.6

47.1

38.3

47.1-7) 2

42769.7

38.9

67.1

42.7

34.8

36.5

64.4

62.1

34.2

59.4

38.3

41.8

56.7

31.8

33.6

35.4

54.1

51.7

37.4

29.1

55.9

32.5

30049.1

35346.5

29.5

27.7

33.0

31 .1

44.1

47.4

41.8

59.4

tJ. /

41.2

57.1

37.7

14.4

44.8

14.8

49.3

15.3

403

59.3

51.6

15.8't6.1

53216.8

42.9

32.6

17 .4

54.4

47.9

43.7

18.3

18.6

36.1

56.8

13.6

47.4

52.3

19.4

30.1

20.5

51.3

M939.8

38.4

21.4

15.3

21.7

14.0

. 6.74

11.3

13.2

10.4

6.68

11.3

6.65

12.2

6.62

10.3

13.0

12.1

659656

12.0

6.y10.2

9036.51

11.9

11.0

10.2

6.49

6.45

899

11 .7

5.82

10.1

11.0

6.42

9266.40

10.1

10.9

8929536.37

5.70

6.32

2394.14

3.24

2.38

3354.12

3.22

4.11

2.25

4.10

3.32

2.32

2.23

4.08

4.07

2.19

4.06

3.28

3.15

4.05

2.15

2.18

2.78

4.U4.02

3.13

2.10

3.25

2.77

2.15

4.01

f.il4.00

2.75

2.'t2

3101583.99

3.20

3.97

1 530

1510

1 500

1400

1400

1 390

1 360

13/.0

1310

1280

1250

1250

1220

1220

1 170

1 130

1120

1110

1070

1070

1040

1030't010

1010

963

9M

939

933

927

915

909

897

B5B

u0

834

834

822

810

777

765

.1430

2790

1 700

'1380

1 700

2600

''1540

2510- 1400

2420

1M0

.'1250

. 1310

2320

2240

.1230

2140.1380

1 500

2040

-1 140-1210- 1270

1950

1860

1 350

. i050

2010

1170.1080

1770

1270

i670. r060

. 997

1 190

1120

1 590

1710

1500

2090

2090

1950

1940

1 930

1850

1820

1 780

1740

1 700

1 700

1630

1580

1 550

1490

1480

1440

1430

1410

1410

13/;0

1330

1300

1290

1270

1260

1250

1 190

1 160

1 140

1 130

r0B0

3BBO-2360

- 1920.2360

3620

3490- i950

3360-2140

- 1830

3220

3110

.17"10

2970

2090

28/0

-1590

.1680

'1770

2710

2590'1870

2800.1630

-1500

24ffi1770

2330

.1390

'1560

2210

2370

:ffff:ffi:"#:Hff;;:il,Hilulas (2'7-la) q t2'7-lbt,section 2.7, Alsc speciri@tion, as appricabre, wrren sur{ected to cornb.ned axiar rorce

61

Page 62: Tabel Profil Konstruksi Baja

zxShape

A d

tw

fx rYFr = 36 ksi Fv = 50 ksi

Mo P, Mp PY

ln.2 ln.2 ln. ln. Kip.ft. Kips Kip.ft Kips

253

248

2M243

240

227

227

226

224

222

211

210

206

205

201

196

194

192

186

186

179

178

176

172

169

1M

161

160

153

152

152

148

146

145

145

1M

140

138

W24 x 94W18x114

W27 x A4W14x136S24x100W21 x 96

W18x105W14x127

W24 x 84S 24x 90

W14x119W'12 x 133

WlBx 96

S 24 x 79.9

W24x 76W14 x 111

S 20x 95

W21 x 82

W16x 96

W12x120S 20x 85

W1B x 85

W24x 68W21 x 73

W16x B0

W 12 x '106

WlBx 77

W21 x 68S20x 75

W24x 61

W12x 99

W10x112W16x 78

WlBx 70

W14x UW21 x 62

Wl2 x 92

S 20 x 65.4

.27.733.5

24.8

40.0

29.4

28.3

30.9

37.3

24.7

26.5

35.0

39.1

28.2

23.5

22.4

32.7

27.9

24.2

28.2

35.3

25.0

25.0

20021.5

25931.2

22.7

20.0

22.1

18.0

29.1

32.9

23.0

20.6

24.7

18.3

27.1

19.2

47 .1

31 .1

57.6

22.3

32.1

36833.'r

24.0

51 3

38.5

25.4

17 .7

35.5

47.9

54.3

26.6

25.0

41.8

30518.5

30.6

34.8

57.0

46.7

32.1

20.8

38.2

49.1

31.2

56.6

21.9

15. 1

30.9

41.1

31.4

52.5

23.2

40.0

9867.79

10.7

6.31

9018.61

7.75

629

9.79

9.22

6.26

5.59

7.70

9.47

9.69

6.23

7.60

8536.93

5.51

7.79

7.57

9.53

8.M6.87

5.46

7.U

8.60

7.60

9255.43

4.67

6.75

7.50

6.13

8.il5.40

7.U

'1.98

2.86

2.06

3.77

1.27

2.02

2.84

3.76

1951.30

3.75

3.16

2.82

1.34

1.92

3.73

1.33

1.99

2.82

3.i31.36

2.05

1.87

1.81

2.79

3.1 1

2.04

1.80

1 .16

1.38

3092.67

2.01

2.02

3.02

1.77

3.08

1.'t9

759

744

732

729

720

681

681

678

672

666

633

630

618

615

603

58B

582

576

558

558

537

534

528

516

507

492

483

480

459

456

456

444

438

435

435

432

420

414

' 997

1210

' 893

1440

1 060

1020

11'10

1 340

BB9

9g1260

1410

1020

846

806

1 180

1000

871

1 020

1270

900

900

720

774

932

1120

817

720

796

648

1 050

1 180

B2B

742

BB9

659

976

691

1050

1030

1010

1000

946

946

933

925

875

Bil

B38

808

800

715

775

746

742

717

683

o/l

667

638

633

633

617

608

604

600

575

-1390

1 680

2000

1470- 1420

1 550

.1240

'1 330

1 960

'1 'lB0

'1120

1400

'1210

1410

1770

1250

1250

'1080

r soo

1 140

1000

1110

900

1460

1 650

1 150

1030

915

960

* Check shape for compliance with Formulas (2.7-'la) or 12.7-1b1, Section 2.7, AISC Specification, as applicable, when subjected io combined axial forceand bending moment at ultimate loading.

62

Page 63: Tabel Profil Konstruksi Baja

zxShape

A dtw

rx rYFy = 36 ksi Fv = 50 ksi

MD PY tVo Pvln.2 ln.2 ln. ln. Kip.ft. Kips Kip.ft. Kips

1U1U132

132

130

129

126

126

125

123

119

118

115

114

112

108

106

105

102

101

97.8

95.3

91.8

90.6

89.7

87.1

86.5

82.8

82.1

78.4

78.4

77.1

75.0

72.8

72.5

70.2

69.7

69.3

67.1

W24 x 55W14x 78

W1B x UW16 x 71

W10x100W12x 85

W21 x 55W14x 74

S 18x 70

W18 x 60

W12x 79

W16 x UW14x 68

W10x 89

W18 x 55

W21 x 49W16x 58

S 18x U.7W'14 x 61

W18x 50

W10x 77

W21 x 44W16x 50

W10 x 72

W18 x 45

W14x 53

W12 x 58

W10x 66

W16x 45

W18 x 40W14x 48

S 15x 50

W10x 60

W16x 40Wi2 x 50

W 8x 67

W14x 43

S 15 x 42.9

W10 x U

16.2

22.918.9

20.9

29.4

25.0

16.2

21.8

20.6

17.7

23.2

1B.B

20.0

26.2

16.2

14.4

17.1

16.1

17.9

14.7

22.7

13.0

14.7

21.2

13.2

15.6

17.1

19.4

13.3

11.8

14.1

14.7

17 .7

11.8

14.7

19.7

12.6

12.6

15.9

59.5

32.9

44.3

33.3

16.2

25.3

55.5

31.5

25.3

43.9

26.3

36.1

33.6

17.7

46.5

66.6

39.0

39.0

36.8

50.3

19.9

59.4

42.820.6

53.3

37.7

u.022.7

46.6

56.6

40.7

27.3

24.7

52.1

32.9

15.7

M.436.5

27.5

9.10

6.09

7.46

6.71

4.61

5.38

8.40

6.05

6.71

7.47

5.34

6.66

6.02

4.55

7.42

8.21

6.62

7.07

5.98

7.38

4.49

8.07

6.68

4.46

7.n5.90

5.28

4.M6.64

7.21

5.86

5.75

4.41

6.62

5.18

3.71

5.82

5.95

4.39

1.y3.00

2.@

1992.65

3.07

1.73

2.81.08

1.68

3.05

1.97

2.62.63

1.67

1.31

1.96

1.14

2.45

1.65

2.60

1.27

1.59

2.59

1.62

1.92

2.51

2.W1.57

1.27

1.91

1.03

2.57

1.56

1.96

2.12

1.89

1.07

2.56

402q2396

396

390

%7

378

378

375

369

357

3il345

u2

336

324

318

315

306

303

293

286

275

272

269

261

2ffi248

246

235

235

231

225

218

218

211

209

208

201

i

583

824

680

752

r060

900

583

785

742

637

835

677

720

943

583

518

616

580

M4529

817

468

529

763

475

562

616

698

479

425

508

529631

425

529

709

454

454

572

550

550

v2

525

521

513

492

479

475

467

450

M2438

421

408

383

378

363

345

342

327

327

321

303

302

293

289

945

1050

1470

rogo

1030

885

940

1000

1310

810

720

855

805

735

1140

735

1060

780

970

665

590

705

735

590

735

985

630

'CheckshapeforcompliancewithFormulas(2.7-1a) orl2.7-lbl,Section2.T,AlSCspecification,asapplicable,whensubjectedtocombinedaxial forceand bending moment at ultimate loading.

Page 64: Tabel Profil Konstruksi Baja

Izx

ShapeA d

tw

rx rYFv = 36 ksi Fy = 50 tsi

Mp Pv Mp Pvln.2 ln.2 ln. ln. Kip.ft KiPs Kip.ft. Kips

66864.8

64.0

61.6

61.2

59.7

57.5

54.9

M.6

il.053.1

51.6

49046.9

M.B

44.1

M.042.4

40.0

39.8

38.0

36.6

35.4

u.7u.7

33.1

30.9

29.6

29.3

28.4

27.1

26.4

24.8

24.7

24.1

24.1

23.1

21.6

W18 x 35W12x 45

Wi6x 36

W14x 38

S 12x 50

W Bx 58

W12x 40

W10x 45

W14 x 34

W16 x 31

S 12 x 40.8

W12x 36

W Bx 48

W10x 39

S 12 x 35

W12 x 31

W16 x 26S 12 x 31.8

W14x 26W Bx 40

W12 x 27

M Bx 37.7

S 10x 35

W10x 29

W Bx 35

W14 x 22M 10 x 291W10x 25

W12 x 22S 10 x 25.4

W Bx 28

M 10 x 22.9

M 14 x 17.2W12x19W10x 21

M 6 x 33.75

W Bx 24

W'10 x 19

10.3

13.2

10.6

11.2

14.7

17 .1

11.8

13.2

10.0

91312.0

10.6

14.1

11.5

10.3

I '13

7.67

9.35

7.67

11.8

7.95

11 .1

10.3

8.54

10.3

6.49

8567.36

6.41

7.46

8.23

6.73

5.05

5.59

6.20

9.93

7.06

5.61

59.4

35.9

53.0

45.1

17.5

11.2

40.6

28.9

48.B

57.6

26.0

40.1

21.0

31.3

28.0

45.6

62.6

34.3

54.5

22.6

50.5

21.5

16.8

35.4,

25.8

59.7

23.1

40.0

47.3

32.2

28.3

40.8

66.7

51.3

41.3

12.8

32.4

41.0

7.05

5.15

6.50

5.BB

4.55

3.65

5. 13

4.33

583

6.40

4.71

5. 15

3.61

4.27

4.72

5 12

6.25

4.83

5.64.

3.53

5.07

3.46

3.78

4.30

3.50

5.53

3.92

4.26

4.91

4.07

3.45

4.16

5404.82

4.15?66

3.42

414

1.23

1.94

1.52

1.U1.03

2.10

1.94

2.00

1.52

1 .17

1.06

1.55

2.08

1.98

0.98

1.U

1.12

1.00

1.08

2.04

1.52

1.91

0.901

1.38

2.03

1.04

1 .14

1.37

0.u]0.954

1.62

1.22

0.725

0.820

1.32

1.47

1.61

0.874

200

194

192

185

184

179

173

165

164

162

159

155

147

141

134

132

132

126

120'119

114

110

106

104

104

99392.7

BBB

87.9

85.2

81.3

79.2

74.4

74.1

72.3

72.3

69.3

64.8

371

415

382

403

529

616

425

475

360

329

432

382

508

414

371

329

276

337

276

425

286

400

371

307

371

234

308

?-65

2sits

269

296aAaLAZ

182

201

ZlJ

357

254

202

270

257

255

249

229

225

221

215

204

187

184

175

I

167

148

145

123

122

118

103

100

90.0

660

560

735

855

660

457

600

530

705

515

457

468

- 384

515

+1t

368

324

373

280

497

281

* Check shape for compliance with Formulas (2.7-1al or 1.2.7-1b1, Section 2.7, AISC Specification, as applicable, when subjected to combined axial force I

and bending moment at ultimate loading. i

64

i,,-

I

Page 65: Tabel Profil Konstruksi Baja

20.6

19.7

19.3

19.1

18.9

18.6

17.4

16.5

16.0

15.9

15.6

15.0

14.5

14.5

14.3

13.6

12.1

11.5

11.4

11.3

1 108

10.6

9.61

9. 19

8.47

8.23

7.85

7.42

6.31

6.27

6.06

5.67

5.42

4.04

4.03

3.51

2.80

236'95

:tr"ff:lff;"j;:I1ffi;xI:1ffi:"l2.7-1a|orl2.7-1bl,Section2.7,AlscSpecification,aslppticau",*n*ffi

W 12 x 16.5M 8x 22.sS Bx 23

W 8x 20

W 6x Zs

W'10 x 1tM 8x 1B.b

S Bx 18.4

W1O x 15W Bx 17

M 6x 22.sW 6x 20S 7x 20M 6x 20

M 12 x 11.8W Bx 15

S 7x iS.3W 6x i6W 8x i3W 5x 18.S

M 5x 18.9

S 6 x 17.2b

W 5x 16

M 10 x 9S 6x 12.5

W 6x 12

M 4x 16.3S 5 x 14.75

M 4x 13.8

W 4x 13

M 4x 13

S 5x 10

M 8x 6.sS 4x 9.b

M 7x E.sS 4x 7.7

M 6x 4.4S 3x 7.sS 3x 5.7

4.87

6.60

6.77

5.89

7.35

4.99

5.44

5.41

4.41

5.01

6.62

5.88

5.BB

5.89

3.47

4.434.504.72

3.83

5.43

5.55

5.07

4.70

2.65

3.67

3.54

4.80

4.U4.06

3.82

3.81

2.94

1.92

2.79

1.62

2.26

52.2

21.3

18.1

32.8

19.9

42.2

34.8

29.5

43.5

34.8

16.1

24.0

15.6

24.0

67.8

33.1

27.8

24.0

34.8

19.3

15.8

12.9

20.8

63.7

25.9

26.1

13.5

10.1

12.8

14.9

15.7

23.4

4.65

3.22

3.10

3.43

2.69

4.05

3.38

3.26

3.95

3.36

2.49

2.66

2.69

2.57

4.55

3.29

2.ffi2.59

3.21

2.16

2.08

2.28

2.13

3.83

2.45

2.48

1.71

1.87

1.63

1.72

0.770

1.06

0.798

1.25

1.53

0.u41.12

0.831

0.809

1.22

1.37

1.51

0.7u1.40

0.532

0.876

0.766

0.()67

0.u21.28

1.19

0.675

1.26

0.480

0.705

0.918

0.962

0.620

0.939

0.99'l

0.939

0.643

61.8

59.1

57.9

57.3

56755.8

52.2

49.5

48.0

47.7

46.8

45.0

43.5

43.5

42.9

40.8

36.3

u.8u.233.9

33.0

31.8

28.B

27.6

25!24.7

23.6

22.3

18.9

1B.B .

18.2

17.0

16.3

* 175

2U2M212

265

180

196

195

. 159

180

2U212

212

212

- 125

159

162

170

138

195

200

183

169

95.4

132

127

173

156

146

138

137

106

69.1

100

58.3

8't.4

46.4

79.6

*.079.6

78.B

77.5

68.B

_

60.4

56.7

50.4

48.3

47.1

45.8

44.2

40.0

35.3

i,30.9

26.3

26.1

25.3

23.6

16.8

16.8

14.6

222

225

236

272' 278

2U235

1U

240

217

203

191

19'l

147

140

81.0

113

64.5

111

83.5

65

Page 66: Tabel Profil Konstruksi Baja

ENGINEERING CONVERSION FACTORSMultiply by to obtain

acres

ares .

board feet

centimeters

cubic centimeters

cubic feet

tt t,

.:cubicinches ....cubic meters...

cubic yards

degrees,angular .. .. .. . ..degrees, Fahrenheit (less 32 F

" Centigradefoot poundsfeet

gallons, British lmperial . . . .

gallons, U.S. .

grams, metrichectares

horse-power, metrichorse-power, U.S.inohpq

.4446874.C4r687 x 10 3

1076.39144 sq. in x 1 in.

.0833

3.28083 x 10-2

.3937

3.53145 x 1O5

6.102 x 10-z

2.8317 x 10-a

2.8317 x 10-2

6.22W528.31702.38095 x 102

.02516.3871635.3145

1.30794.764559.0174533.5556

1.8

.1382630.4801

.304801

304.801

1.64468 x 10 a

.160538, 1.20091

4 54596

.832702

. 1 3368231.

3.78il32.2M62 x 10 3

2.47lC/.1.076387 x 1053.86101 x 1C:;

. .986321.013872.5/,0012.54001 x 10 2

25.40012.2U629.84206 x 10-a

1.10231 x 10-3

7.233.671972

14.2234

.20/8179.14362 x 10s

1422.U.634973

6.24283 x 10 2

.62137

.53959

hectares

square kilometerssquare feetcubic inchescubic feetfeetinchescubic feetcubic inchescubic centimeterscubic metersgallons, B ritish lmperialliters

tons, British Shippingtons U.S. Shippingcubic centimeterscubic feetcubic yards

cubic metersradiansdegrees, Centigradedegrees, Fahrenheit (less 32 F.)

kilogram meterscentimetersmetersmillimetersmiles, nautrcalcubic feetgallons, U.S.litersgallons, British lmperialcubic feetcubic inchesliterspounds, avoirdupoisacres

square feetsquare mileshorse-power, U.S.horse-power, metriccentimetersmetersmiliimeterspoundslong tonsshort tonsfoot poundspounds per footpounds per square inchpounds per square footlong tons per square footpounds per square inchlong tons per square inchpounds per cubic footmiles, statutemiles, nauttcal

kilogram meterskilograms per meter

kilograms per square centimeterkilograms p:r sqt1,are meter

kilograms p:r sqr1,are millimeter

kilograms per cubic meterkilometers

AueRrceru lrusrrrurr op Srsel CorusrRucrror.r

66

Page 67: Tabel Profil Konstruksi Baja

f5

i

-

ENGINEERING CONVERSION FACTORS

Multiply by to obtainI litersI

miles, nautical

millimeters

pounds, avoirdupois

pounds per footpounds per square footpounds per square inch

pounds per cubic footradianssquarecentimeters . . . . .

'qY,u'u f::t

.

square inches

roY,rr" meters

square miles

square millimeterssquare yards

tons, long, per square foottons, long, per square inchtons, metrrc

tons, short

tons, British Shipping . .

,11. U;,S Shippins

yards .

.219975.264173.53145 x 10 2

3.2808339.37

1.09361

1.60935.8684

6080.2041.853251 .15163.28083 x 1033.937 x 102

453.592.453592

4.464 x 10q4.53592 x 10-a

1.488164.882417.031 x 1027.031 x 104

16.018457.29578

.1 550

9.2W34 x 10 a

9.29034 x 1060929034

6.45163645. 1 63

241.104.3861

10.76391.19599

259.02.5901.550 x 10 s

8361 3

1016.05

2240.1.016051.120

1.09366 x 10-a

1.574942204.62

.98r'211.10231

907 185

892857907185

42.00.952381

40.001.050

.914402

gallons, British lmperialgallons, U. S.

cubic feetfeeti nchesyards

kilometersmiles, nauticalfeetkilometersmiles, statutef eetinchesgrams, metrickilogramstons, longtons, metrickilograms per meterkilograms per square meterkilograms per square centimeterkilograms per square milimeterkilograms per cubic meterdegrees, angularsquare inchesareshectares

square meterssquare centimeterssquare millimetersACTES

square milessquare feetsquare yards

hectaressquare kilometerssquare inches

square meterskilogramspoundstons, metrictons, shortkilograms per square meterkilograms per square millimeterpoundstons, longtons, shortkilogramstons, longtons, metriccubic feettons, U.S. Shippingcubic feettons, British Shippingmeters

AvrenrcaN lrusrrrure or Sreel CorusrRucrroru

67

Page 68: Tabel Profil Konstruksi Baja

GIRCUI.AR HOLTOW SECTIONS

DIMENSIONS, WEIGHTS AND SECTIONAL PROPERTIES OFGENERAL STRUCTURAL PURPOSES

CARBON STEEL TUBES FOR

Outsidediameter

(mm)

Wallthickness

(mm)W'eight(kg/m)

Sectionalarea.

(cm2)

Moment ofinertia(cma)

Sectionmodulus

(cm3)

Radius ofgyrataon

(cm)21.7 2.O o.972 t.238 0.607 0.560 0.700

21.2 2.O2.3

1.241.41

r.583L799

r.261.41

0.9301.03

0.8900.880

34.0 2.3 1.80 2.291 2.89 1.70 1.1242.7 2.3

2.82.292.76

2.9193.510

5.977.O2

2.803.29

1.431.41

48.62.32.83.2

2.633.163.s8

3.3454.O294.s64

8.9910.61 1.8

3.704.364.86

1.641.621.61

60.s2.33.24.0

3.304.525.57

4.2055.7607.1 00

17.823.728.5

s.907.U9.41

2.062.032.OO

76.32.83.24.0

5.085,777.13

6.4657.3499.085

43.749.259.5

11.512.915.6

2.602.592.s6

89.12.83.24.0

5.966.788.39

7.5918.636

r 0.69

70.779.897.0

15.9r 7.921.8

3.053.043.0r

101.63.24.05.0

7.769.63

r 1.9

9.89212.2615.17

120146177

23.628.834.9

3.483.453.42

114.33.23.64.55.6

8.779.83

12.215.0

11 .1712.5215.5219.r2

172192234283

30.233.641.049.6

3.933.923.893.8s

r39.83.64.04.56.0

12.1r 3.415.0r9.8

15.4017.O719.1325.22

357394438566

51.156.362.780.9

4.824.804.794.74

165.2

4.55.06.07.O

17.819.823.627.3

22.7225.1630.0134.79

7y808952

109x 10

88.997.8

115132

5.685.675.635.60

190.7

4.55.06.07.O

20.722.927.331.7

26.3229.1734.8240.40

114x10126xlO149x10I 7lx 10

120132156179

6.s96.576.536.50

216.34.56.07.O8.0

23.s3r.136.141.1

29.9439.6,446.0352.35

168x10219x10252x1O284x10

155203233263

7.497.447.407.37

267.46.07.O8.09.0

38.745.051.257.4

49.2757.2765.1973.06

421x1O486x10549x10611x10

315363411457

9.249.219.189.14

3r8.5

6.07.O8.09.0

46.253.861.368.7

58.9068.5078.0487.5r

719x I 0831x10941x10105x102

45252259r659

11.1r 1.01 1.010.9

68

Page 69: Tabel Profil Konstruksi Baja