tabel profil konstruksi baja.pdf

8/9/2019 Tabel Profil Konstruksi Baja.pdf

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Tabel Profil Konstruksi Baja028050O 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


3/68

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. Kami

harap buku ini dapat berguna bagipara

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, 1983dan 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 yang

telah membantupenerbitan

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


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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

616

182024293233343640M47I

4S)

5052il565657606668

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 .


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Sizes and Section Properties

Wide Flange Shapes(lnch Serbs)

SectionlndexWdght

Deoth ofSriction

(A)

Flanoewidlh

(B)

WebThickness

(t, )

Flanoe

Thickfiess' (tr)CornerRadius

SectionalArea

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

36'WF36 x16-1/2

300280260245230

446.4416.7

386.9364.6342.3

36.72

36.5036.2436.0635.88

933927

920916

911

16.655

16.595

16 5551 6.51 2

16.475

423422421

419418

0 9450.8850.8450.8020.765

[email protected]

20.3719.43

1.680

1.570

1.4401.350

r.260

42.67

39.8836.5634.2932.OO

1.O2

1.O2

1.O2

1.O2

1.O2

25.925.9 .25.9

25.925.9

88.1 7

82.3276.s672.O3

67.73

568.

531

493.467.

437.O

36" WF

36x12

194

182170

160150

135

288 7270.8

253.0

238.1223.2200.9

36.4836.3236.1 6

36.0O35.8435.5s

927

923918

914910903

12.1 17

12.O72

12.O21

12.OOO

11 .9721',I.945

308307

305305

304303

o.770o.725o.680o.653o 6250.598

19.56

18.42

17.27

16.59

15.88

1 5.19

'r.260

1 .180

1.100

1.020

0.940o.794

32.0029.97

27.9425.91

23 8820.17

0.800.800.800.800.800.80

20.3

20.3

20.3

20.3

20320.3

57.1 1

53.5449.9847.O9

4.1639.70

368.345.322.303.8284.9256.1

33"WF33x15-3/4

240220200

357.2

327.4297.6

33.5033.2533.OO

851

845838

15.865

1 5.810'r5.750

403402400

0.830o.7750.7i5

21 0819.69

18.16

1.400

1.275

1.150

35.5632.3929.21

0.960.960.96

24.4

24.4

24.4

70.52

64.7358.79

455.0417.6379.3

33' WF33x11-1/2

152141

130

118

226.2

209.8193.5

175.6

33.5033.31

33.1 0

32.86

851

846841

835

1 1.565

1 1.535

1 1.510

11 .484

294293292

292

0.6350.60s0.580

a

0.554

16.13

15.37'14.73

14.O7

1.055

0.9600.8s5

o.738

26.8024.3821.72

18.74

0.750.750.75

o.75

19.O

19.O

19.O

19.0

4l.7141.51

38.26

34.71

288.5267.8246.8

223.9

30'wF30x15

21019Q

172

312.5

2828256.0

30.3830.r229.88

772

765

759

1 5.1 0515.040

14.985

384382381

o.7750.7100.65s

19.69

18.03

16.64

1.315't .1 851.065

33.4030.ro27.O5

o.91

o.9ro.91

23.1

23.1

23.1

61.7855.9050.65

398.6360.6326.8

30'wF*x1O-1/2

132124116

108

99

196.4

184.5

172.4

r60.7147.3

30.3030.1630.0029.8229.U

770

-766762757753

10.551

10.521

10.50010.48410.458

268267267266266

0.6150.s85o.5640.548o.522

15.62

14.86

14.33

13.92

13.26

1.000

0.930o.8so0.7600.670

25.N23.6221.5919.30

17.O2

o.70o.70o.70o.700.70

17.8

17.8

17.8

17.8

r 7.8

38.8336.4534.r331.7729.11

250.5235.2220.2205.0187.8

27'WF27 x14

177

160

145

263.4238.1

215.8

27.31

2t.o826.88

694688683

14.090

14.02313.965

358356355

o.725o.6580.600

18.42

16.71

15.24

1.190

1.O75

o.975

30.2327.31

24.77

o.86o.86o.86

21.8

21.8

21.8

52.1047.O4

42.68

336.1

303.5275.4

27' WF27 x10

11410291u

t169.7

151.8

139.9

125.O

27.2827.O7

26.91

26.69

693688684678

10.07010.018

9.9909.963

256254zil253

o.570o.518o.490o.403

14.48

13.16

12.45

1 1.76

0.932o.827o.747o.636

23.67

2r.0118.97

16.15

o.640.64o.64o.64

r6.216.2

18.2

r6.2

33.5330.o1

27.6524.71

218.3193.6

178.4

159.4

6


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Moment of lnertia Radius of Gyration Modulus of SectionSection

lndexJx Jv x tY Zx Zy

in. cml in. cml 1n cm tn cm inr cm3 in3 cm3

20,290.218,819.3

17,233.816,092.2

14,988.4

844,600783,rtOO

717,NO669,900623,900

1,225.2

1,127.5

1.020.6

9M.7870.9

46,73046,32045,88045,56045,250

15.17

1 5.1215.00

14.95

14.88

38.s338.4038.1 037.97

37.80

3.733.703.653.623.59

9.47

9.409.27

9.199.12

1, I 05.1

1,031.2

951 .1

892.5835.5

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

2,410.92,227.42,O20.9

1,875.0

1,732.4

36'WF36x1p-1/2

12,103.4

1 1,281.5

10,470.0

9,738.89,012.1

7,796.1

503,800469,600435,800405,400375,200324,500

355.4327.7300.6275.4250.4207.1

14,790'r3,640

1 2,5101 1,460

10,4208,621

14.56

145214.47

14.38

14 29

14 01

36.9836.8836.7536.s236.3035 58

2.49

2.47

2.45

2.42

2.38

2.28

6.32

6.27

6.22

6.15

6.045.79

663.6621.2

579.1

541.0502.9

438.6

10,876,4

10,181.5

9.491.48,867.O

8,242.57,188.6

58.7

54.3

50.o45.941.834.7

962.1

890.O

819.5752.3685.1

568.7

36' WF

36x12

' 3.585.1'2.312.1' 1.048.2

565,500512,500459,900

874.3782.4691.7

36,40032,57028.190

13.88

13.79

13 71

35.2635.0334.82

3.523.483.43

8.948.848.71

811.1

740.6669.6

13,293.9

12,138.410,974.7

1',to.2

99.087.8

1.806.2

1,622.6

1,439.0

33" WF33x15-3/4

3 147.67 M2.25,699 05 886.9

) 872.43 82s.9: 891 .5

s39,200309,800278.900245.100

256.1

229.7

201.4170.3

10,660

9.5628,3847,089

13.50

13.39

13.23

13.02

34.29

34.O1

33.6033.O7

2.392.35

2.29

2.22

6.07

5.97

5.82

5.64

486.4446.84048358.3

7,972.1

7,323.O

6,634.75,872.5

44.3

39.8

35.029.7

726.1

652.3573.7486.8

33" WF33 x11-1/2

410,100367.400328.500

701 I624.6

550 1

29,47026,OOO

22,900

12 6412.5712 48

32.1 031 .93

3i.70

3.383.343.30

8.58

8.48

8.38

649.9586.1

528 2

10,651 .9

9,606.28,657.2

93.7

83.1

73.4

1,535.7

1,362.O

1,203,0

30" wF30 x'15

5 753.1

3 347.14 919.1I 461.O3 988.6

239,500222,6002@,800185,700166,000

185.O

169.7

153.2

1 35.11 16.9

7,7017,0646,3775,6244,866

12.17

12.11

12.OO

1 1.85

1 1.70

30.91

30,7630.4830.1029.72

2.182.162.122.062.OO

5.545.49

5.38

5.235.08

379.7

354.6327.9299.2

269.1

6,223.35,81 1.9

5,374.34,903.94,410.5

35.1

32.329.2

25.822.4

575.3529.4478.6

422.9

367.1

30'WF30 x 1G1/2

:-?qA

:- t1t)I- aJ

280,1 002s0,500225,400

518.9458.O

406.9

21.60019,06016.940

1 1.361 1.31

11 .26

28.8528.7328.60

3.163.12

3.09

8.037.92

7.85

492.8444.5

402.9

8,077.O7,285.46,603.5

73.765.3

58.3

1,207.91,O70.3

955.5

27" WF27 x14

40805 i 169,9003 604 1 150,000325671 rgO,OOO:::33 117,600

149.6

129.5

1 1 5.',I

95.7

6,2285,391

4,7913,984

1 1.O3

10.96

10.87

10.69

28.O2

27.8327.61

27.15

2.11

2.O8

2.O4

1.97

5.36

5.28

5.18

s.oo

299.2

266.3242.8

211.7

4,903.94,364.73,979.53,469.8

29.7

25.9

23.O

19.2

486.8424.5377.O

314.7

27'WF27 x10


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Wide Flange Shapes

(lnch Soriosl- Contirrred

Sectionlndex

WdghtDeoth ofSection

(A)

Flanoewidih

(B)

WebThickness

(t, )

Flanoe

Thicknless(t,CornerRadius

SectionArea

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

24 WF24x14

160

r45r30

238.1

215.8r 93.5

24.7224.49

24.25

628622616

14.091

14.04314.OOO

3s8357

356

0.6s6

0.6080.565

16.66

15.44

14.35

1 .135

1.020

0.900

28.8325.91

22.86

o.700.700.70

17.8

17.8

178

47.O4

42.62

38.21

322

24'WF24x12

120t10r@

178.6

163.7

148.8

24.31

24j624.@

617614610

12.08812.U212.OO0

&730630s

o.556o.5100.468

14.12

12.95

1 1.89

o.930o.855

o.775

23.6221.7219.69

o.70o.700.70

17.8

17.8

17.8

35.29

32.3629.4ir

220

1

24'WF24 x9

948476

68

139.9

125.O

113.1

101.2

24.29

[email protected]

23.71

617612607602

9.061

9.0158.9858.961

230229228228

o.516o.470o.400.416

13.111 1.94

1 1.18

10.57

o.872o.772

o.682o.582

22.1519.61

17.32

14.78

0.540.540.54o.54

r3.813.8

13.8

13.8

27.6324.71

22.37

20.00

r

15

14

r 2

21'WF21 x13

142127

1'.t2

2'-t 1.3

189.O

166.7

z'-t.46

21.2421.0O

545539533

13.13213.061

13.OOO

334332330

0.659o.588o.527

16.74

14.94

r 3.39

1.O95

o.985o.86s

27.81

25.O2

21.97

0.650.65o.65

r 6.5

16.5

16.5

41.76

37.y32.93

26

2&21

21',WF21 x9

9682

142.9

122.O

21.1420.86

537

s309.0388.962

230228

0.5750.499

14.61

12.67

o.935o.795

23.75

20.1 Io.65o.6s

'r6.5

16.5

28.21

24.1018

15

21' Vtr21x*1/4

73

688255

108.6

101.2

92.27

8r.85

21.24

21 .13

20.9920.80

539537533

528

8.295

8.2708.2n8.215

z'.t 1

210209209

o.455o.430o.400

0.375

r 1.56

ro.9210.16

9.52

o.7Qo.6850.615

o.522

18.m17.q15.62

13.26

Q.54

o.54

0.54o.54

13.7

13.7

13.7

13.7

21.4620.o218.23

r 6.18

13

r 2

11

10

18'WF18x11-3/4

114105

96

169.7

156.3

142.9

18.48

18.32

18.16

469465461

11.83311 .7921 1.750

301

300298

0.59so.554o.512

15.1 1

14.O7

13.OO

o.991

o.911

0.831

25.17

23.1421 .11

o.60o.60o.60

15.2

15.2

15.2

33.51

30.8628.22

216

1 9

1 8

18', WF18x8-3/4

85

7770

u

126.5

[email protected]

95.24

r8.32

18.1618.0017.87

465

461457

454

8.838

8.7878.7508.715

224

223222221

o.526

0.4750.438o.rrc3

13.36

12.O7

1 1.13

10.24

o.911

o.831

o.751

o.686

23.1421.OO

19.O8

17.42

o.60

o.600.60

o.60

15.2

15.2

15.2

15.2

24.97

22.6320.56

r8.s

101

146

132

121

18' WF18x7-1/2

60555045

89.2981.8574.41

66.97

19.25

r8.1218.0017.86

4U460457

4il

7.558

7.5327.5007.477

192191

191

190

0.416o.390o.358

o.335

10.57

9.91

9.098.51

o.6950.630o.570

0.499

17.65

16.0014.48

12.67

o.43

o.430.43

0.43

10.9

ro.910.9

ro.9

17.84

r0.r914.71

13.24

r r3to494

85

8

-


8/68

Mornent of lnertia Radius of Gyration Modulus of SectionJv ix ty Section

lhdexn. cmlZx Zy

in cm3tn cml tn cm tn cm in, cm3

5,1r0.34,561.O

4,O09.5

212,[email protected]

492.6434.3

375.2

20,51018,080

15,620

10.42

10.34

10.24

26.47

26.26

26.O1

3.233.19

3.13

8.208.107.95

6.81

6.766.68

413.5

372.5

330.7

6,777.36,105.3

5,420.2

69.9

61 .8

53.6

1,145.7

1,012.9

878.5

24"WF24x14

3,635.33.3r5.O2.987.3

151,300138,OOO

124,m

254.O

229.1

203.5

ro.5709,5378,471

10.15

10.12

10.o8

25.7825.7025.60

2.682.662.63

299.r274.4248.9

220.9r96.3175.4

1 53.1

4,90.2.2

4,497.44,O79.5

42.O

38.O

33.9

688.4622.85s5.6

24'. WF24x12

2,683.O

2,364.32,096.4r,814.5

111,700

98,42087,27075.530

102.2

88.376.5

63.8

4,2543,6763,1842,656

9.859.789.68

9.53

25.O2

24.8424.5924.2.1

1.92

1.89

1.85

1.79

4.884.804.704.55

3,620.63.217.42,874.82,590.3

22.619.6

17.O

14.2

370.4321.2278.6232.7

24'. wF24x9

3.403.1

3,O17.2

2.620.6

2.088.91.752.4

141,700125,600109.100

385.9338.6289.7

16,060

14,100

12.060

9.038.998.92

22.9422.8322.66

3.043.O1

2.96

7.72

7.64

7.52

317.2

284.1

249.6

5,1 98.9

4,656.44.O90.9

3.238.72.753.5

58.8

51 .8

44.6

963.7849.0731.O

21".,1

WF

x13

86,96072,950

109.3

89.64,550

3,7308.608.53

21.842'.1.67

1.97't.93

5.OO

4.90197.6

168.O24.2

20.o396.6327.8

21" WF21 xg

1.600.3

't,478.3

1,326.8

1,1&.7

66,6206t,5@55,23047.490

66.260.453.1

4.O

2,7562,5142,2101,832

8.64

8.598.53

8.&

21.9421.82

21.6721.34

1.76

1.74

1.71

1.65

4.474.424.344.19

r 50.7

139.9

126.4

109.7

2.470.O

2,293.O

2,O71.7

1,798.O

3,607.43,314.03,O22.3

16.0

14.6

12.9

10.7

262.2239.3211.4175.4

21' WF21x8-1/4

2.033.8

.852.5

1,674.7

1.429.9

1,286.8

1.153.9

1,O45.8

84,66077,120

69,710

255.6231.O

206.8

10,640

9,6168,609

7.797.75

7.70

19.79

19.68

19.56

2.76

2.732.71

7.O1

6.936.88

220.1

202.2

184.4

43.2

39.2

35.2

708.0642.5

576.9

18" WF18 x 11-3/4

59,520

53.57048,O30

43,530

99.4

88.678.5

70.3

4,138

3,6883,2682,926

7.57

7.547.497.46

19.23

19.15r9.o218.95

2.@

1.981.95

1.93

5.08

5.034.95

4.90

1 56.1

141.7128.2

1 l7.O

2,558.s

2,322.52,101.21,917.6

22.5

20.2

17.9

l6.r

368.8

331.1

293.4

263.9

18'WF18 x8-3/4

984.0889.9

[email protected]

40.960

37,UO33.33029,330

47.1

42.O

37.2

31.9

1,961

1,781,54t

1,328

7.477.41

7.387.30

18.97

18.82

18.74

18.54

1.63

1.6rI.591.55

4.'.14

4.O9

4.U3.94

107.8

98.2

89.078.9

1,766.8

r,609.51,458.7

1,293.2

12.5

11.1

9.9

8.s

2U.9181.9

162.3

139.3

18'WF18x7-1/2

I


9/68

Wide Flange Shapes

llnch Serieo)-Continued

SectionlndexWeight

Deoth ofSriction

(A)

Flanoe

width(B)Web

Thickness(t,i

Flanoe

Thickfress( tz)CornerRadius

SectionalArea

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

16'WF16x11-1/2

9688

142.9131.O

16.3216.16

415410

1 1.5331 1.502

293292

o.535o.5@

13.5912.80

o.875o.795

22.2320.1 I

0.60o.60

15.215.2

28.22.25.87

1 82.1

167.0

16'WF16xB-1/2

7871

6458

116.1

105.795.2486.31

16.3216.1616.0015.86

415410406403

8.5868.5438.5008.464

2'.\.8

217216215

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

13.M12.3411.2510.34

0.875o.7950.715o.645

22.2320.1918.1616.38

0.600.60o.600.60

15.215.215.215.2

2},0220.8618.80't7.o4

147.9134.6121.3

109.9

16'wF16 x7

5045N36

74.4166.9759.5353.57

16.2516.1216.0015.85

413/tOg/tOo

403

[email protected]

180179178178

0.3800.3460.3070.299

9.658.797.807.59

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

15.9514.3012.7810.87

0.43o.430.43o.43

10.910.910.910.9

14.7013.2411.7710.59

94.885.475.968.3

14'WF14x16

426398370342

*3zo314287264246237228219211202193184176167158150

142

634.O592.3550.6s09.0476.2

'467.3427.1392.9366.1352.7339.3325.9314.0300.6287.2273.8261.9248.5235.1223.2

2'.t't.3

18.6918.31't7.9417.5616.81

1'7.19

16.81

16.50

16.2s16.1216.0015.8715.7515.6315.5015.3815.2515.1215.OO

14.88

14.75

475465456446427437427419413409406403400397394391387384381378

375

16.69516.59016.47516.36516.710162351 6.1 3016.02515.94515.9r O15.86515.82515.80015.75015.71015.66015.64015.60015.55015.515

15.500

42442141841642441241040740540440340240140039939839739639s394

394

1.8751.7701.6551.5451.8901 .4151.3101.2051.1251.0901.O45

1.OO5

0.9800.9300.8900.8400.8200.7800.7300.695

o 680

47.6344.9642.O4

39.2448.O1

35.9433.2730.6128.5827.e926.5425.5324.8923.6222.6121.3420.8319.81

18.5417.65

17.27

3.O332.8432.6s82.4682.0932.2832.0931.9381 .8131.7481.6881.6231.5631.5031.4381.3781.3131.2481 ,1881.128

1.063

77.O4

72.2167.5162.6953.1 657.9953.1 649.2346.05M.4042.8841.2239.7038.1 836.5335.O033.3531.7030.1 I28.65

27.OO

o.600.600.600.600.600.600.600.600.60o.60o.600.600.600.600.600.600.600.600.600.60

0.60

15.215.215.215.215.215.215.215.215.215.215.215.215.215.215.215.215.215.215.215.2

15.2

125.251 16.98108.78100.59

94.1292.3084.3777.6372.3369.6967.0664.3662.O7

s9.3956.7354.O7

51.7349.O946 4744.O8

41.85

808.1

754701.8649.C

607.2595.s544.3500466.62t49.6

432.e

415.2

400.s383366.C

348.8333.7316299.8284.1

270.C

14' WF14x1+1/2

136127119111

1039587

202.4189.O

177.1

165.2153.3141.4129.5

14.7514.6214.5014.3714.2514.1214.00

375371368365362359356

14.7N14.69014.65014.62014.57514.54514.500

374373372371370369368

0.6600.6100.570o.s40o.495o.465o.420

16.7615.4914.4813.7212.571 1.81'to.67

1.063o.9980.938o.873o.813o.748o.688

[email protected]

23.8322.1720.6519.OO

17.48

0.600.600.60o.600.600.600.60

15.215.215.2't5.215.215.215.2

39.9837.3334.9932.6530.2627.9425.56

257.92N.8225.7210.6195.2

180.3164.9

10f,lote: * Column Core Section


10/68

Moment of lnertia Radius of Gyration Modulus of Section Sec6onlndexx 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

185.28,6257 .710

6.936.87

17.6017.45

2.712.67

6.886.78

1 66.1

151.32,722.42.479.8

35.932.2

588.4527.8

16',WF16 x11-1/2

1,042.6

936.9833.8?46.4

43,40039,OO0

34,71031,700

87.577.968.460.5

3,6423.2432,8472,518

6.746.706.66662

17.1217.01

16.9216.81

1.951.931.91

1.88

4.954.904.854.78

127.81 15.9104.2

94.1

2,094.61,899.61,707.81.542.3

20.418.2

16.1

14.3

334.4298.3263.9234.4

16" WF16 x8-1/2

655.4583.3515.5446.3

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

1.621.501.45

3.91

3.863.813.68

80.7

72.464.4s6.3

1,322.7

1,186.61,055.5

922.8

9.8

8.77.66.3

160.6

142.6124.6103.2

16'WF16 x7

5,610.35.013.75,454.2.1.91 1 .5

1.141.7.1,399.4

3,91 2.'l3,526.03.228.93.080 92.942.42.798.22.671 .4

2.538.82 402.4

:2748: 149.6:3208' :"lO 6--369

"a122

275,200250,300227,OOO

204,400172,4001 83,1 00162,800146.800134,400128,200122,5001 16.50011 1,200105,700100,ooo

94,70089,48084,12019,12074,380

69,610

2,359.5 I2.169.711,986 0

|1,806 9 I16351I1 .631 .4 I1,466.5

|1.331.2 I1,226.611 ,1 74.8

|

1,124811,O73.2

1,028.6979.7930 1882.7837.9790.2745 0702.5

660.1

98,22090,32082,67075,22068,07067,91061,05055,42051,06048,90046,82044,68042,82040,78038,72036,74034.88032,89031.01029,240

27.480

7.267.177.086.996.636.906.81

6.746.686.656.626596.566.546.51

6.496.456426.406.37

6.32

18.4418.21

17.9817.7516.8417.5317.3017.12

16.9716.8916.8',r

16.7416.6616.61

16 5416.4816.381 6.3116.2616.1 8'r6.o5

4.344.314.274.244.174.204.174.14

4.124.114.104.084.O7

4.064.054.O4

4.O2

4.014003.993.97

11 .O2

10.9510.8410.7710.5910.6710.5910.52

10.4610.M10.41

10.3610.3410.3'l10.2910.2610.21

1 6.1810.1 6

10.1 3

10.o8

707.46s6.9608.1559.4492.851 1.9

465.54?7.4

397.4382.2367.8352.6339.2324.9310.O295.8281.9267.3253.4240.2226.7

1 1,594.3 I10,766.6

|9.966.8 I9,168.6 I8,077.0

|

8,390.0 |I

7,629.5]

7,005.1

6,513.46,264.26,O28.25,779.15,559.55,325.15,080.94,848.24,620.34,381.04,153.23,936.93.715.6

282.7261.6241.1

220.8195.7201.0181.81 66.1

153.9147 .7

141.8135.6130.2124.4

1 18.4112.71 07.1101.39s.890.685.2

4,633.44,287.63,951.63,618.93.207.53,294.42,979.72,772.4

2,522.42,420.82,324.12,222.52,134.O2,038.91,940.61,847.21,755.41,660.31,570.21,484.91,396.4

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

567.7527.6491.8454.9419.7383.7349.7

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

17,470r 5,97014,560

6.316.296.266.236.216.1 7

6.15

16.0315.9815.9015.8215.7715.6715.62

3.773.763.753.733.723.713.70

9.589.559.529.479.459.429.40

216.0202.O189.4176.3163.6150.6138.1

3,54o.23,310.7'3,104.32,889.62,681.42,468.32,263.4

77.O

71.867.'l62.257.652.848.2

1,262.01,176.81,099.81,019.4

944.1865.4790.O

14'WF14x1+1/2

11


11/68

Wide Flange Shapes

( lnch Seriesl - Continued

Sectionlndex

WeightDeoth ofSection

(A)

Flanoewidih

(B)

WebThickness

(t, )

FlanoeThickicss

(trI

Corner

Radius

Sectirar

Arelbs/ft kg/m ln mm in mm tn Jnm tn mm tn mm in2 cn

14"WF14x12

8478

125.0

1 16.'l

14.18

14 06360357

12 02312000

305

305

0 45'r

o 4281 1.46

1 1.87

o.778o 718

19 76

18 24

0.60o.60

15.2

15.2

24.71.

22.94

'l5g14E

14'WF14x10

746861

110.1

101.2

90.78

14.r 9

14.06

13.91

360357353

10.o7210.04010.000

256

255254

o.450

o.418o.378

1 1.43

10.62

9.60

o.783o.7180.643

19.89

18.24

16.33

o.600.60o.60

15.2

15.2

15.2

?1.7620.oo17.94

14O

12S

il5

14' WF14 x8

53

4843

78.A7

71.4363.99

13.94

13.8113.68

354

351,.347

8.062

8.0318.000

205

204203

0.370

0.3390.308

9.40

8.617.82

0.6s8

o.s93o.528

16.71

15.0613.41

o.60

o.60o.60

15.2

15.215.2

15.59

14.1I12.65

r00

9181

14' WF14x6-3/4

38

34

30

56.5550.60M.&

14.12

14.OO

13.85

359356352

6.7766.7506.733

172171

171

0.313o287o.270

7.95

7.29

6.86

0.513

0.4530.383

13.03

1 1.51

9.73

0.430.43o.43

10.9

10.9

10.9

11.17

10.oo

8.81

726456

12'WF12x12

190

151

133

120106

9992857972

65

282.8

239.6197.9

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

365353340333327

3243?1

318314311

308

12.67012.515

12.365

12.32012.230

12.1901 2.1 55

1 2.1 0512.08012.ON12.OOO

322318314

3r3311

310309307307

306305

1.060

o.905o.7550.7100.620

0.580o.545o.495

o.4700.430o.390

26.92

22.9919.18

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.986o.921

o.8560.796o.736o.671

0.606

4.O937.7431.3928.09

25.M23.3921.7420.22

18.69

17.U15.39

0.60o.60

0.60o.60o.60o.600.600.60o.60o.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

55.8647.38

39.11

35.31

31.1929.O9

27.0624.9823.22

21.r619.11

360

305

252

227

201

187

174

161

149

136

123

12',WF12x10

5853

86.31

78.87

12.19

12.06

310306

10.o14

ro.0@254254

o.359o.345

9.128.76

0.641

o.57616.28

14.63

o.60

0.6015.2

1s.217.06r5.59

t 10

100

12'.WF12 x8

5045

&

74.41

66.9759.53

12.19

r2.061 1.94

310306303

8.O77

8.O42

8.mo

262*203

0.37r0.3360.294

9.428.s37.47

0.641

0.576o.516

r6.2814.03

13.11

0.600.600.00

15,2

15.2

15.2

14.71

13.2411 .17

94

8575

12' .WF12x6-112

36

31

27

53.5746.13

@.18

'12.24

12.09

1 1.96

311

3073o/1

6.5656.525

6.500

167

166

165

0.3050.265

o.2N

7.75

6.736.10

o.5400.465

0.400

13.72

11.81

10.16

o.370.37

0.37

9.rto

9.40

9.40

10.59

9.127.97

68

58

51

12


12/68


lndexx Jy x tY Zx

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

928.4851.2

38,6s0

35,430225.5206.9

9,387

8.6136.136.O9

15.57

15.47

3.02

3.OO

7.67

7.62

130.9

121.1

2.145.41,984.8

37.5

34.5

614.6565.4

14'WF14x12

796.8724.1

641.5

33,17030,1rto

26,76

133.5

121.2

107.3

5,557

5,O45

4,467

6.O5

6.025.98

15.37

15.29

15.19

2.482.462.45

6.306.256.22

112.3

r03.092.2

1,840.6

1,688.1

1,511.2

26.5

24.1

21.5

434.3

39s.0352.4

|.14'WF14 x'tO

542.1

484.9429.O

22,570

20,180r7,860

57.5

51.345.r

2,394

2,1361,877

5.90

5.865.82

14.99

14.8814.78

1.92

1.911.89

4.88

4.854.80

77.8

70.262.7

1,275.1

1,150.61,O27.6

14.3

12.81 1.3

234.4

209.8185.2

14'WF14 x8

385.3339.2

289.6

1,892.5

1,541.8

',,221-2i,o71.7

930.7858.5788.9

723.3

663.O

597.4533.4

16,040

14,124

r2,060

24.621.3

17.5

1,O24

886.8728.5

5.875.835.73

14.91

14.81

14.55

1.49

1.46

1.41

3.783.71

3.58

54.6It8.5

41.8

894.9794.9685.1

7.3

6.3

5.2

1 19.6

1o3.2

85.2

14'WF14x6-3/4

78,78064,18050,840

u,61038.74035,7N32,W30.r 10

27,ffi24,87022,2@

589.748,6.2

389.9

345.r

300.9278.2256.4235.5

216.4195.3

174.6

24,55020,2N16,23014,360

12,52011,58010,670

9.803

9,008

8,1307,268

5.825.70

5.595.5r

5.465.435.40

s.385.345.31

5.28

14.78

14.48

14.24

14.OO

13.87

13.79

13.72

13.6613.56

13.49

13.41

3.253.203.163.13

3.11

3.O9

3.083.O7

3.Os

3.04

3.02

8.268.13

8.037.95

7.907.85

7.827.82

7.75

7.72

7.67

263.2

222.2182.5

163.4144'.5

13tl-.7

125.01 15.7

107.1

97.5

88.0

4,313.8

3,641.82,991.?2,678.1

2,368.42,207.72,O48.8

1,896.3

1,755.4

1.598.0

1,42.3

93.1

77.7

63.1

s6.049.2

45.7

42.2

38.93s.832.4

29.1

1,525.9

1,273.5

't,ou.2917.8

806.4749.O

691.6637.6

586.8531.O

476.9

12' WF12x',|2

476.1

4?6.219,820

17,7&1o7.4

96.1

4,4714,000

5.285.23

13.41

13.28

2.51

2.48

6.386.30

78.1

70.7

1,280.0

1,158.8

21.419.2

350.7314.7

12'WF12x10

394.5

350.83r0.1

10,42014,600

12,910

56.4so.o4.1

2,W2,081

1,836

5.185.155.13

13.16

13.O8

13.O3

1.96

1.94

1.94

4.98

4.934.93

u.758.2

51.9

1,060.4

953,9

850.6

't4.o

12.4

11.0

229.5203.2

r80.3

12'WF12 x8

[email protected]

1r,6909,924

8,498

23.7

19.8

16.6

986.6824.2

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.t5.1

118.O

100.o

83.6

12'WF12x6-1/2

13


13/68

Wide Flange Shapes

{ lnch Series)- Continued

Section

Index

WeightDeoth ofSriction

(A)

Flanoewidih

(B)

WebThickness

(t, )

FlanoeThickiess

(tr)CornerRadius

SectionaArealbs/ft kg/m tn mm tn mm tn mm tn mm tn mm inz

10' wF10x10

112too8977

72

66605449

166.7

148.8132.4

114.6

107.1

98.2289.2980.3672.92

1 1.38

11.12

10.88

10.62

10.5010.38

10.25

10.12

10.00

289282276270267264260257

254

10.415

10.345

10.27510.195

r0.170t0.r 1710.o75

10.028

10.000

265263261

259258257256255254

o.755o.6850.6150.535o.510o.4570.4150.368o.340

1 9.1817.Nr 5.62

13.59

12.95

1 1.61

1o.il9.358.64

1.281.1l8o.998o.868o.808o.748o.6830.618o.5s8

31.7028.Q25.3522.O5

20.52

19.OO

17.35

15.70

14.17

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9

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142222

136.0

120.1

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1,980

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Wide Flangre Shapes

lMrtr Seriee)-ContinuedSectionlndex Weight

Degth

Section(A)

FlangrWidth

(Bl

Thickness CornerRadius

( r)

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I ruomenG?-1 lnertial- Radius of(,yrattoneb(t') m

Msdulirs ofSectionmm kg/m Ir I .tvI-cm.

3;88O

3,6503,3502.9N

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104..7

92.1884.7082.06

56.24

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1237.66

l

32.68 I4,O50

3,540ro.4

10.4

2.79

2.79

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28s

47.O

41.1

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2082@2@

2022U200

10

12

8

16

12

12

13

13

13

83.6971.5363.53

6,5304.9804,720

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218187

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I


23/68

Structural Tees

(lnch Serbsl

Sectionlndex

weisht i D??thTce

Areaof

Ser:tinEI

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STlSa18 x 16-1/2

150

140

130

122.5

115

223.2

208.3193.5

182.3

171 1

18.36

18.25

18.12

r8.0317.94

466444460458456

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284.5

265.5247 0

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423422421

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1.680

1.570

1.401.350

1.260

42.6.7

39.8836 s834.2932.OO

o.9450.885o.845o.802o.765

[email protected]

ST18b18x12

97

91

8580

7567.5

144.4

135.4

126.5

1 19.1

111.6

roo.5

18.24

18.16

18.O8

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17.92

17.78

40346,l459457455452

28.s6267724.9923.54220819.8s

184 3172.7

161.2

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227.5208.8189.7

12.117

12.O72

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305304303

1.2601.180

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r.020o.940o.794

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29.9727.94

25.9r23.8820.17

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19.56

18.42

17.27

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100

178.6

163.7

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35.2632.36?9.40

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15.810

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35.5632.3929.21

o.830o.77s0.715

21.O819.69

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70.5

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1 13.1

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1 6.7516.66

16.55

16.43

4254234204t7

22.3520.7619.13

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144.2

133.9

123.4

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294293292292

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26.8024.3821.72

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15.37

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38538338r379376

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r t7.5l to.tt02.583.9

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2682672e7266266

[email protected]

25.Q23.8221.59r9.3017.o2

30.2327.31

24.77

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

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4


24/68

Section

lndex

WeightDep-th

otTee

Areaof

SectiocRange Stem

Thicknessidth Thickneeclbs/ft kg/m in mm in2 cmz rn mm tn mm in mm

ST12a12x14

8072.565

1 19.1

107.995.73

12.3612.24512.13

314311

308

23.5221.3119.1 1

151.8137.5123.3

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358357356

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605550

89.2981.8574.41

1 2.1 5512.O812.@

309307305

17.6416.1814.71

[email protected]

94.9

12.08812.U212.0@

307306305

0.930o.85so.775

23,6221.7219.89

0.5560.5100.1168

14.1212.951 1.89

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69.9462.50

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12.1451zus11.95511.86

308306304301

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o.5160.470o.440o.416

13.11

11.941 1.1810.57

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71

63.556

105.794.5083.34

10.7310.e210.50

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134.8120.5106.3

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71.4361.O1

10.5710.4:l

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14.11

12.O5

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268247?u

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5752.548

84.8378.1 371.43

9.249.169.08

23523323r

16.7'15.4314.11

108.2

98.69t.o

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301300298

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25.1723.1421 .11

0.5950.5540.512

15.1 1

14.O7

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sT9bI x8-3/4

42.5

38.53532

63.2557.2952.0847.42

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233231229227

12.4S)

11.32r0.28

9.tl()

80.673.O

e8.360.6

8.8388.7878.7508.7t5

224223222221

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8.168.08

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25


25/68

Structural Teeslnch Serbsl-Continued

Section

lndex

WeightDegth

Tee

Areaof

SectionFlange

ffiStem

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

STSb

8x8-1/2

393s.532

29

58.0452.8347.62

43.1 6

8.168.O8

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203201

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10.43

9.408.52

73.967.3

60.6

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8.5008.464

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o.645

22.2320.1918.16

16.38

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0.486

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13.412.34

11.25

10.34

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8x7

2522.5

2018

37.2033.48

29.7626.79

8.1258.068.007.93

206205

203201

7.35

6.62s.885.30

47.442.7

37.9

v.2

7.O73

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6.992

180

179

178178

o.628o.563

0.503o.428

15.95

14.30

12.78

10.87

0.3800.346o.307o.299

9.658.797.807.59

sTSd8 x$.1/28

15.5

13

x.o119.35

7.927.83

201

199

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140o.M2o.345

11.23

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105.5

101

96.592

8883.5

7975

71

157.0150.3

143.6136.9

131.O

124.3

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105.7

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7.69

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7.507.447.375

200199

197

195

194

192

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187

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29.70

28.3627.O4

25.87

24.55

23.2422.O4

20.92

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19t.6183.0

174.5

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158.4

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15.80015.75015.7'tO

1s.660

15.64015.600

15.5501 5.51 5

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o.9800.930o.8900.840o.8200.780

o.730o.69s0.680

24.8923.6222.61

21.y+20.8319.81

18.5417.65

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68

63.559.555.5

51.547.5

43.5

101.2

94.50

88.5582.5976.6470.69

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7.25

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7.1257.067.00

187

186

184

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14.575

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374373

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o.780.688

[email protected].@

17.8

o.6600.610

0.570O.5rlo

o.4950.465

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12.57

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26/68

Section

lndex

WeightDegth

Tee

Areaof

Section

Flange StemThicknessidth Thickness

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

STTe7x8

26.52421.5

39.4435.7232.00

6.976.9056.84

177175174

7.797.066.32

50.345.540.8

8.0628.0318.OOO

2052U203

0.6580.5930.528

16.7115.0613.41

o.3700.339o.308

9.408.617.82

sTTf7 x6-3/4

1917

15

28.2825.3022.32

7.067.W6.93

179178176

5.595.004.41

36.132.328.5

6.7766.7506.733

172171171

0.513o.453o.383

13.O3

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19.3516.37

6.956.86

177174

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24.720.9

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10.628.51

0.255o.230

6.485.84

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STGa6x12

9580.566.5605349.54642.5

39.53632.5

141.41 19.898.9689.2978.8773.6668.4663.25

58.7853.578.37

7.196.946.696.566.446.3756.3r6.25

6.196.1256.06

183176170167164162160159

157156154

27.9323.6919.5617.6515.5914.*13.5312.491

r.6110.589.55

180.2152.8'126.2

1 13.9100.6

93.887.380.6

74.968.361.6

12.67012.51512.3651232012.230r2.19012.15512.105

12.08012.W12.OO0

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307306305

1.7361.4861.2361.106o.986o.921o.856o.796

0.7360.671o.606

4.O937.7431.3928.O9

25.U23.3921.7420.22

18.6917.U15.39

1.060o.9050.755o.710o.620o.580o.5450.495

0.470o.430o.390

26.9222.9919.1818.O3

15.7514.7313.8412.57

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43.1639.44

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37.2033.4829.78

6.O958.O35.97

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47.542.738.0

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16.2814.6313.11

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9.428.537.47

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15.513.5

28.79

23.4720.09

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155

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9.58.25

16.3714.1412.28

6.r66.086.00

156154152

3.242.812.43

20.918.1

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4.O304.O104.000

102102102

o.424o.3490.269

10.778.866.83

0.260o.2No.230

8.606.105.84

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


27/68

Strustural Tees(lnch Ser&rs)-Continued

Section

lndex Iw",nn,

Deothdf

Tee

Areaof

Section

FlangeStem

Thicknessin mm

Width Th ;knesslr. 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.O84.573.168.362.657.051.246.5

10.41510.34510.27510.1eq10.17010.1 1710.07510.02810.ooo

2652632612592582572s6255245

1.281.1 180.9980.8680.808o.748o.6830.6180.558

31.7028.N25.3522.O520.5219.OO17.3515.7014.17

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

19.1817.N15.6213.5912.951r.6110.549.358.64

STSb

5x8

22.5

19.516.5

33.48

29.O224.55

5.O6

4.974.875

129

126124

6.62

5.744.85

42.7

37.031.3

8.O22

7.9907.964

2M203202

0.618o.528o.433

15.7013.4111.OO

o.3s0o.318o.292

8.898.087.42

ST5c5 x5-3/4

14.5'12.510.5

21.5818.6015.63

5.115.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

18.116.114.2

4.O204.0104.000

102102102

o.3940.329o.269

10.o18.366.83

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

114111108105103102

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

14.6112.9510.299.278.OO7.32

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.O74.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 7.506.501 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 4.32ST3a3 x4B

8.O06.OO

1 1.918.929

3.133.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

8


28/68

Structural Tees(Metric Serles|

Sectionlndex

WeightDeoth

dfSection

(A)

Flangewidth

(B)

Thickness CornerRadius Sectional

Area

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 x300143122106

45645045

302300299

18

16

15

342823

28

2828

182.0

154.9

135.4

34,20029,[email protected]

7,8206,3105,140

13.7

13.7

13.9

6.566.396.16

997866790

5r8421

3M

11.3

1 1.3

1 1.6

800 x30012',1

105

9s.6

4c,4

400396

302300300

16

14

14

302622

222828

153.8

133.7

121.7

21,90018,80017,7@

6,9005,8604,960

1 1.9

1 1.9

12.1

6.706.626.38

705610593

457

391

331

9.41

9.189.66

700 x300

107

92.483.0

354

350346

302

300300

15

1313

28

2420

28

2828

136.8

't 17 .7105.7

14,2@

12,00011,300

6,W5,4104,510

'to.2

10.1

10.3

6.86

6.786.53

513

438425

426361

301

7.78

7.55

7.99

600 x30087.375.6

68.5

297294291

302300

300

14

12

12

23

2017

282828

111 .2

96.2487.24

7,920

6,7106,360

5,2904,510

3,830

8.48.3s8.54

6.906.8s6.63

339288

280

350301

256

6.33

6.O8

6.39

600 x300

67.O

59.8

52.847.3

306303

300298

202201

zffi199

13

12

11

10

232017

15

22

22

22

22

85.3376.24

67.21

60.23

73&6,570

5,810

5,190

1,590

1,360

1,'t40989

9.27

9.28

9.309.29

4.31

4.22

4.124.05

322292262236

157

135

114

99.4

7.79

7.79

7.U7.79

500 x30064.2

57.1

24241

300300

11

11

18

15

26

2681.7672.76

3,620

3.4204,060

3,3806.666.85

7.O7

6.82

184

178270225

4.664.92

500x20051.54.839.7

253

250

248

201

2@199

11

10g

19

16

't4

20

2020

65.65

57.12

50.64

3,670

3,2102,8N

1,290

1,O70

922

7.48

7.50

7.49

4.43

4.334.27

190169

150

128

107

92.6

5.9s

5.96

5.90

450 x30061.8s3.o

220217

300299

11

10

18

15

2424

78.69

67.522,680

2,3sO

4,060

3,3505.845.89

7.68

7.U149

133

270224

4.05

4.@

450 x20038.0

33.1

225223

2@199

I8

14

12

18

18

48.3842.15

2,1601,880

936790

6.68

6.67

[email protected]

124

r0993.6

79.45.15

5.10

4OC'X@C)

92207142116

249229214207

432417

&7N5

45

302018

70

50

3528

22

22

22

22

385.0264.3180.3

147.7

13,2007,47A4,380

3,620

47,10030,20019,700

15,500

5.87

5.32

4.93

4.95

1 1.1

10.7

10.4

10.2

706414250

213

2,1801,450

967766

6.134.85

3.90

3.68

29


29/68

Structtrral Tees

( Metric Series)- ContinuedSection

lndex Weightot?*

Section(A)

Flangewidth

(B)

Thickness CornerRadius

(r)

Sectional

Area

Moment oflnertia

Radius ofGyration

Modulus ofSection

Centre olGravityeb

(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.173.370.o

2032@2@197

197

194

403

408400405

398Q2

16

21

13

18

11

t5

2421

21

18

l815

22

22

22

2222

22

127.4125.3

109.3107.2

93.41

89.23

3,qso3,6sO

2,4@3,O50

2,O50

2.&t

r3,10011,900

11,200

9,9809,460

8,130

4.92

5.40

4.76

5.344.685.27

10.0

9.7510.r

9.6510.r

9.54

184

229147

193

123158

650584560493

475404

3.51

4.O7

3.21

3.893.Ol

3.70

400 x30053.447.1

195

193

3@299

10

I

16

14

2222

67.98

60.05

1,730

1,530

3,6@

3,120

s.05

5.O4

7.28

7.21

108

95.5

2N

209

3.41

3.33

4@ x20033.O

28.3200198

200

199

8

7

13

11

16

16

42.06

36.08

1,400

1,190868

7235.76s.76

4.54

4.888.676.4

86.872.7

4.23

4.17

350 x350

79.377.9

68.2

6s.457.3

53.1

178175

175

172

172169

352

3573so3il348351

14

19

12

16

10

13

2219

19

16

16

13

2020

20

20

20

20

101.O

99.19

86.9r83.32

73.OO

67.63

1,820

2,2@1,5201,800

1,230

1,420

8,000

7,2206,7905,920

5,6204,690

4.25

4.71

4.18.

4.65

4.11

4.59

8.90

8.s38.848.43

8.78

8.33

124158

1@131

u.7104

455M38833s323267

3.05

3.592.86

3.402.67

3.21

35O x25O39.834.6

170168

250

249I8

14

12

2020

50.76M.O8

1,O20

881

1,8301.540

4.N4/;7

[email protected]

73.r64.O

146

1243.093.O2

350x17524.8

20.7

175

173175

174

7

6

11

9

14

14

31.57

26.U815

679492396

s.08

5.083.95

3.8859.350.o

56.245.5

3.75

3.71

300 x300

52.952.947.O

/ldl.5

42.3

152150150

149

147

301

305300299

{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

4,110798715

858

3.8703,550

3,380

3,1202,7@

3.664.05

3.65

3.s93.99

7.577.267.51

7.517.16

71.+

92.5

63.7

57.072.3

257

233225

209183

2.5s

3.O3

2.47

2.362.U

300 x20032.7

28.4

149

147

201

269

8

14

12

18

t841.68

36.19662

572949802

3.99

3.97

4.77

4.71

55.2

8.294.4

80.22.9r

2.83

3@ x 15018.4

r6.0150

149150

14 t6.5

5.5

98

13

13

23 3920.N

4il393

2*221

4.45

4.393.29

3.29

40.0

33.833.8

29.7

3.41

3.26

30


30/68

Sectionlndex

WcightD"pftt

Section(A)

FlangeWidth

(B)

Thickness Corn e rRadius

(r)

SectionaArea

Mornent oflnertia

Radius ofGyration

Modulus ofSection

CentreGraviWeb

(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

38.233.232.2

125125t24122

255250249252

14

9I

11

14

14

13

t1

16

16

16

16

52.Utt6.O9

42.3541.O3

s8941236445

1,940

1,820

1,670

1.470

3.362.99

2.93

3.29

6.096.296.39s.98

59.439.s34.945.3

152

146134117

2.582.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

12.8t25124

125124

65

I8

12

12

18.8316.34

282@

147

1273.633.57

2.792.79

25.621.3

23.520.5

2.782.63

200x20032.828.1

24.9

104100

100

2o.2

2U2@

10

12

8

16

12

12

13

13

13

41.8535.7731.77

2512s6184

1,1m85t801

2.45

2.67

2.41

5.134.885.02

29.532.422.3

109

83.480.1

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]

9.10r00

9910099

5.54.5

I7

11

11

r3.5811.59

11493.8

67.056.8

2.902.U

2.222.21

14.8

12.1

13.41 1.5

2.292.14

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


31/68

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

6,929,36

13,4

1,271,551,94

75,9189

425

12,426,965.5

2,933,984.99

1,191,501.96

20,2Jt,o68,0

4,317,82

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

23,71

30,5927,20

18,624,021.4

2,31

2,31

2.15

BM1.0501,380

122

147

137

6,045,867,13

2,272,192,24

115

140154

23,628,3

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

26,9231,3338,63

21,1

24,630,3

1,852,242,77

1,6201,9502,490

113

177

286

7,777,898.03

2,042,382.72

162195

249250x90x9x13250 x 90 x 11 x 14,b300x90x9x13

44,07

51,1748.57

34,6

40,238.1

2,42

2,392.23

4,1804,690

6,440

306

342326

9,749,57

1 1,5

2,642,58

2,59

335

375 .42e i

300x90x10x15,5j:oot9ox12x16380x100x10,5x16

55,7461,9069.39

43,848,654,5

2,332,252,41

7,4007,870

14,500

313391

557

1 1,5

11,314,5

2,592,51

2.83

494525762

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

32


32/68

-i

Prcfi Sik

B

Luastampang

cm2

Berat

kg/m

Pusattitik

beratCx=Cy

cm

Momen lnertia Jari-Jari lnertia ModulutampangZx=Zy

cm

lx=ly

cm

max.lx

cm4

min.ly

cm4

tx=ty

cm

max,rx

cm

mrn.ry

cmxBxt,40x40x340x40x545x45x4

2.3363.7553.492

1,832,952,14

1,091 ,171,24

3,535,426.50

5,608,59

10.3

1,452,252,69

1,231,201.36

1,551,51

1,72

0,790,770.88

1,21

1,91

2,00

50x50x450x50x660x60x460x60x565x65x6

3.892

5.W4.6925.8027.527

3,064,43

3,684,555.91

1,37

1,441,61

1,66

1,81

9.0612,6

16,0

19,6

29,4

14,4

20,025,4

31,246,6

3,745,24

6,628,06

12,1

1,531,50

1,851,84

1,98

1,92

1,BB

2,332,32

2,49

0,98

0,961,191,18

1.27

2,493,553,66

4,526.27

65x65xB75x75x675x75x9

9 7618.727

12.69

7,66

6,859,96

1,BB

2,062,11

36,846,1

64,4

58,373,2

102

15,3

19,026,7

1,942,30

2,25

2,M2,902.84

1,25

1,47

1.45

7,97

8,4712.1

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