Tabel Profil Konstruksi Baja

(1)

(2)

*f'--/L-q L(H l-rJ.V _Tq2>U -,/A>.4ttt q I ).;.cr _{/ itq\}

[tr.

Rudy @unowon

Dcngon peftunluk

fitr.

N4OruseO

rubel

Prdrl

JA

@

KMKO Sipil Unhas

(3)

Tabel

Profil Konstruksi

Baja

028050

O

Kanisius

1988

PENERBIT

KANtstUS

_{(Anggota tKApt)}

Jl.

Cempaka

9,

Deresan,

yogyakarta

552g1

Telepon

_{(0274) 88783, Tereks}

_2s249,

_Fax

_{(0274) 63349}

Kotak Pos

1

12SNk,

yogyakarta

55011

Cetakan

pertama

1988

Cetakan

kedua

1g8g

Cetakan

ketiga

1gg0

Cetakan keempat

l

ggo

Cetakan

kelima

1991

Cetakan

keenam

1gg2

Cetakan

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.

(4)

KATA

PENGANTAR

Dengan kemajuan

teknologi

pada dekade

1970

-

1980,

ada

bebe-rapa

profil

baja yang ternyata

tidak

efisien

lagi,

dan

tidak

digunakan

lagi. Profil

lama

itu

mencakup

profil

lnormal

dan Profil

lDlE/DlL/

DlN,

dan sebagai

gantinya telah diproduksi

profil

baja

yang ekonomis

yaitu

bentuk

l-

WF (Wide

Flange)

dan

"Structural Tees".

Karena itu

kami

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 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

dan

diktat-diktat kuliah pada

Fakultas

Teknik

Sipil,

Universitas

Gadjah

Mada,

antara

1973

-

1980.

Akhirnya kami

ucapkan

terima

kasih kepada semua pihak

yang

telah 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.

Semula

buku

ini kami

terbitkan

sendiri di bawah nama Penerbitan Yayasan

Sa-rana

Cipta.

Yogyakarta,

Desember

1

987 Penyusun

(5)

DAFTAR

ISI

Kata

Pengant ar

Daftar

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)

3

5

6

16

18

20

24

29

32

33

34

36

40 M

47 I

4S)

50

52 il

56

57

60

66

68 Profil

Kanal

Profil Siku

Baja Kanal

Baja

siku-siku samakaki

Baja

siku-siku

tidak

samakaki

Tegangan-tegangan yang

diizinkan menurut

N

105b

Gaya-pikul (kekuatan menahan)

paku-paku

keling

Daftar

Koefisien Tekuk

rr.r

untuk

Baja

Fe

360

R u

mus-rumus

untuk menentukan/

menghitu

_ng

penampang

_{batang-batang}

_baja

_{yang ditekan}

:

[-ight Lip Channels

rtight Channel

f-{ollow

Structural Tubings (mm

Size)

Lip

Channels in back

to

back

arrangement

-ip

Channels

in

front

to

front

arrangement

Elastic

Design

Euler

Stress Values

F'e

f

or

Compression Members

D

_{astic Design Selection Tables}

Engineering Conversion Factors

(6)

Sizes

and

Section

Properties

Wide

Flange

Shapes

(lnch

Serbs)

1 : I I I a J I I a € € c 4 2 Section lndex

Wdght

Deoth of

Sriction (A) Flanoe

widlh

(B) Web Thickness (t, ₎ Flanoe Thickfiess

'

(tr) Corner

Radius SectionalArea

lbs/ft

kglm

tn mm 1n mm rn mm tn mm rn mm in2 cmz

36'WF

36

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.770

o.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

203

20.3 57.1 1 53.54 49.98 47.O9

4.16

39.70 368.5 345.4 322.5 303.8 284.9 256.1

33"WF

33x15-3/4

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.775

0.7i5

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 0.580 a 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.71

41.51 38.26 34.71 288.5 267.8 246.8 223.9

30'wF

30x15

210 19Q 172 312.5

2828

256.0 30.38

30.r2

29.88 772 765 759 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 _.1₈₅ 1.065 33.40

30.ro

27.O5 o.91

o.9r

o.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

r60.7

147.3 30.30 30.16 30.00 29.82

29.U

770

-766

762

757

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.8so

0.760 0.670

25.N

23.62 21.59 19.30 17.O2 o.70

o.70

o.70 o.70 0.70 17.8 17.8 17.8 17.8 r 7.8 38.83 36.45

34.r3

31.77 29.11 250.5 235.2 220.2 205.0 187.8

27'WF

27

x14

177 160 145 263.4 238.1 215.8 27.31

2t.o8

26.88 694 688 683 14.090 14.023 13.965 358 356 355

o.725

o.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

254 zil

253

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

r6.2

16.2 18.2

r6.2

33.53 30.o1 27.65 24.71 218.3 193.6 178.4 159.4

6

(7)

Moment

of

lnertia Radius

of

Gyration Modulus

of

Section

Section lndex

Jx

Jv

x tY Zx

Zy

in.

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.7

870.9 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'WF

36x1p-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

1452

14.47 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

M2.2

5,699 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

4048

358.3 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

I

624.6

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" wF

30 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

5,624

4,866 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'WF

30

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

6,228

5,391 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'WF

27

x10

(8)

I

Wide

Flange

Shapes

(lnch

Soriosl-

Contirrred

Section lndex

Wdght

Deoth Section

of

(A) Flanoe

widih

(B) Web Thickness (t, ) Flanoe Thicknless

(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'WF

24x12

120

t10

r@

178.6 163.7 148.8 24.31

24j6

24.@

617 614 610 12.088

12.U2

12.OO0

&7

306 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'WF

24

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

o.516

o.470

o.40

0.416 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'WF

21

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.y

32.93 269 4

2&

-c 212 a

21',WF

21

x9

96 82 142.9 122.O 21.14 20.86 537

s30

9.038 8.962 230 228 0.575 0.499 14.61 12.67 o.935 o.795 23.75 20.1

I

o.65 o.6s 'r6.5 16.5 28.21 24.10 182.C 155.5

21' Vtr

21x*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 8.2n

8.215 z'.t 1

210

209 209 o.455 o.430 o.400 0.375 r 1.56

ro.92

10.16 9.52

o.7Q

o.685 0.615

o.522

18.m

17.q

15.62 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'WF

18x11-3/4

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 1@..2 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

4U

460 457

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.r9

14.71 13.24 r

r3.8

to4.5

94.9 85.4

8

(9)

r- LI-{ a

r'

35

50

E5 1.7

t8

)-9

t3

)-a i-3

o

1

9

5

0 5

t

I

D

l

)

Mornent

of

lnertia _Radius

_of

Gyration _Modulus

_of

Section

Jv

_ix

ty

Section lhdex

in.

cml

Zx

Zy

in!

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"WF

24x14

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'. wF

24x9

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'WF

18

x8-3/4

984.0 889.9

8@.6

704.s 40.960

37,UO

33.330 29,330 47.1 42.O 37.2 31.9 1,961

1,78

1,54t! 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.U

3.94 107.8 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.9

181.9 162.3 139.3

18'WF

18x7-1/2

(10)

Wide

Flange

Shapes

llnch

Serieo)-Continued

Section lndex

Weight

Deoth of

Sriction (A) Flanoe

width

(B) Web Thickness

(t,i

Flanoe Thickfress ( tz) Corner

Radius SectionalArea

lbs/ft

kglm

tn mm 1n mrTt ln mm tn mm ln mm in2 cmr

16'WF

16x11-1/2

96 88 142.9 131.O 16.32 16.16 415 410 1 1.533 1 1.502

293

292

o.535

o.5@

13.59 12.80 o.875 o.795 22.23 20.1

I

0.60 o.60 15.2 15.2 28.22. 25.87 1 82.1 167.0

16'WF

16xB-1/2

78 71 64 58 116.1 105.7 95.24 86.31 16.32 16.16 16.00 15.86 415

410

406 403 8.586 8.543 8.500

8.464

2'.\.8 217 216 215 o.529 o.486

o.443

o.N7

13.M

12.34 11.25 10.34 0.875 o.795 0.715 o.645 22.23 20.19 18.16 16.38 0.60 0.60 o.60 0.60 15.2 15.2 15.2 15.2

2},02

20.86 18.80 't7.o4 147.9 134.6 121.3 109.9

16'wF

16

x7

50

45 N

36 74.41 66.97 59.53 53.57 16.25 16.12 16.00 15.85 413 /tOg /tOo 403 7.O73 7.039 7.@O 6.992 180 179 178 178 0.380 0.346 0.307 0.299 9.65 8.79 7.80 7.59 o.628 o.563 o.503

o.428

15.95 14.30 12.78 10.87 0.43 o.43 0.43 o.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'WF

14x16

426

398

370

342 *3zo

314 287

264

246

237

228

219 211

202

193 184 176 167 158 150 142 634.O 592.3 550.6 s09.0 476.2

'467.3

427.1 392.9 366.1 352.7 339.3 325.9 314.0 300.6 287.2 273.8 261.9 248.5 235.1 223.2 2'.t't.3 18.69 18.31 't7.94 17.56 16.81 1'7.19 16.81 16.50 16.2s 16.12 16.00 15.87 15.75 15.63 15.50 15.38 15.25 15.12 15.OO 14.88 14.75 475 465 456 446 427 437 427 419 413 409 406 403

400

397 394 391 387 384 381 378 375 16.695 16.590 16.475 16.365 16.710

16235

1 6.1 30 16.025 15.945 15.9r O 15.865 15.825 15.800 15.750 15.710 15.660 15.640 15.600 15.550 15.515 15.500 424 421 418 416 424 412 410 407 405 404 403 402 401 400 399 398 397 396 39s 394 394 1.875 1.770 1.655 1.545 1.890 1 .415 1.310 1.205 1.125 1.090 1.O45 1.OO5 0.980 0.930 0.890 0.840 0.820 0.780 0.730 0.695 o 680 47.63 44.96 42.O4 39.24 48.O1 35.94 33.27 30.61 28.58 27.e9 26.54 25.53 24.89 23.62 22.61 21.34 20.83 19.81 18.54 17.65 17.27 3.O33 2.843 2.6s8 2.468 2.093 2.283 2.093 1.938 1 .813 1.748 1.688 1.623 1.563 1.503 1.438 1.378 1.313 1.248 1 ,188 1.128 1.063 77.O4 72.21 67.51 62.69 53.1 6 57.99 53.1 6 49.23 46.05

M.40

42.88 41.22 39.70 38.1 8 36.53 35.O0 33.35 31.70 30.1

I

28.65 27.OO o.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 o.60 o.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 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 16.98 108.78 100.59 94.12 92.30 84.37 77.63 72.33 69.69 67.06 64.36 62.O7 s9.39 56.73 54.O7 51.73 49.O9 46 47 44.O8 41.85 808.1 754 t' 701.8 649.C 607.2 595.s 544.3 500 E 466.6 2t49.6 432.e 415.2 400.s 383 2 366.C 348.8 333.7 316 7 299.8 284.1 270.C

14'

WF

14x1+1/2

136 127 119 111 103 95 87 202.4 189.O 177.1 165.2 153.3 141.4 129.5 14.75 14.62 14.50 14.37 14.25 14.12 14.00 375 371 368 365

362

359 356

14.7N

14.690 14.650 14.620 14.575 14.545 14.500

374

373

372

371 370 369 368 0.660 0.610 0.570

o.s40

o.495 o.465

o.420

16.76 15.49 14.48 13.72 12.57 1 1.81 'to.67 1.063 o.998 0.938 o.873 o.813

o.748

o.688

27.@

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2N.8

225.7 210.6 195.2 180.3 164.9

(11)

I

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I i I I I

l

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I

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D

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l

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l

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Moment

of

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of

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of

Section

Sec6on lndex

Jx

J tx

ty

Zx

Zy

in.

cml

inl

cml tn cm In cm inr cm3 in3 cmr 1 _,355.1 1,222.6 56,410 50,890 207.O 185.2 8,625 7 .710 6.93 6.87 17.60 17.45 2.71 2.67 6.88 6.78 1 66.1 151.3 2,722.4 2.479.8 35.9 32.2 588.4 527.8

16',WF

16

x11-1/2

1,042.6 936.9 833.8 ?46.4 43,400 39,OO0 34,710 31,700 87.5 77.9 68.4 60.5 3,642 3.243 2,847 2,518 6.74 6.70 6.66

662

17.12 17.01 16.92 16.81 1.95 1.93 1.91 1.88 4.95 4.90 4.85 4.78 127.8 1 15.9 104.2 94.1 2,094.6 1,899.6 1,707.8 1.542.3 20.4 18.2 16.1 14.3 334.4 298.3 263.9 234.4

16"

WF 16

x8-1/2

655.4 583.3 515.5 446.3 27,280 24,280 21,460 18,580 34.8 30.5 26.5 22.1

1,49

1,270 1,103 920 6.68 6.64 6.62 6.49 16.97 16,86 16.81 16.48 1.54 1.62 1.50 1.45 3.91 3.86 3.81 3.68 80.7 72.4 64.4 s6.3 1,322.7 1,186.6 1,055.5 922.8 9.8 8.7 7.6 6.3 160.6 142.6 124.6 103.2

16'WF

16

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

275,200 250,300 227,OOO 204,400 172,400 1 83,1 00 162,800 146.800 134,400 128,200 122,500 1 16.500 11 1,200 105,700 100,ooo 94,700 89,480 84,120 19,120 74,380 69,610 2,359.5 I 2.169.71 1,986

0

| 1,806

9

I

16351I

1 .631 .4 I 1,466.5 | 1.331.2 I 1,226.61 1 ,1 74.8 |

1,12481

1,O73.2 1,028.6 979.7

930

1 882.7 837.9 790.2 745 0 702.5 660.1 98,220 90,320 82,670 75,220 68,070 67,910 61,050 55,420 51,060 48,900 46,820 44,680

42,820

40,780 38,720 36,740 34.880 32,890 31.010 29,240 27.480 7.26 7.17 7.08 6.99 6.63 6.90 6.81 6.74 6.68 6.65 6.62

659

6.56 6.54 6.51 6.49 6.45

642

6.40 6.37 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 54 16.48 16.38 1 6.31 16.26 16.1 8 'r6.o5 4.34 4.31 4.27 4.24 4.17 4.20 4.17 4.14 4.12 4.11 4.10 4.08 4.O7 4.06 4.05 4.O4 4.O2 4.01

400

3.99 3.97 11 .O2 10.95 10.84 10.77 10.59 10.67 10.59 10.52 10.46

10.M

10.41 10.36 10.34 10.3'l 10.29 10.26 10.21 1 6.18 10.1 6 10.1 3 10.o8 707.4 6s6.9 608.1 559.4 492.8 51 1.9 465.5 4?7.4 397.4 382.2 367.8 352.6 339.2 324.9 310.O 295.8 281.9 267.3 253.4 240.2 226.7 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 6,513.4 6,264.2 6,O28.2 5,779.1 5,559.5 5,325.1 5,080.9 4,848.2 4,620.3 4,381.0 4,153.2 3,936.9 3.715.6 282.7 261.6 241.1 220.8 195.7 201.0 181.8 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.8 90.6 85.2 4,633.4 4,287.6 3,951.6 3,618.9 3.207.5 3,294.4 2,979.7 2,772.4 2,522.4 2,420.8 2,324.1 2,222.5 2,134.O 2,038.9 1,940.6 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

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5

44,270

316,6I

4O,25O 567.7 527.6 491.8 454.9 419.7 383.7 349.7 23,630 21,960 2A,470 18,94C) 17,470 r 5,970 14,560 6.31 6.29 6.26 6.23 6.21 6.1 7 6.15 16.03 15.98 15.90 15.82 15.77 15.67 15.62 3.77 3.76 3.75 3.73 3.72 3.71 3.70 9.58 9.55 9.52 9.47 9.45 9.42 9.40 216.0 202.O 189.4 176.3 163.6 150.6 138.1 3,54o.2 3,310.7' 3,104.3 2,889.6 2,681.4 2,468.3 2,263.4 77.O 71.8 67.'l 62.2 57.6 52.8 48.2 1,262.0 1,176.8 1,099.8 1,019.4 944.1 865.4 790.O

14'WF

14x1+1/2

(12)

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(

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Weight

Deoth of

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widih

(B) Web Thickness (t, ) Flanoe

Thickicss

(trI

Corner

Radius

Sectirar

Are

lbs/ft

kg/m

ln mm in mm tn Jnm tn mm tn mm in2

cn'

14"WF

14x12

84 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

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14'WF

14x10

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

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r

12S

:

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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

[

91i

81

r

14'

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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'WF

12x12

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

3r3

311 310 309 307 307 306 305 1.060 o.905 o.755 0.710 0.620 0.580 o.545 o.495

o.470

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4.O9

37.74 31.39 28.09

25.M

23.39 21.74 20.22 18.69

17.U

15.39 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

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12',WF

12x10

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t 10.1 100.6

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12

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26 2*

203

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r6.28

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85.4

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12x6-112

36 31 27 53.57 46.13

@.18

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o.2N

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12

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of

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of

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of

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Section lndex

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Jy

x tY Zx

Zy

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cm'

int

cml tn cm in cm in3 cm3 in3 cm3

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14'WF

14x12

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

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14

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542.1 484.9 429.O

22,570

20,180

r7,860

57.5 51.3

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14'WF

14

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

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14'WF

14x6-3/4

78,780

64,180 50,840

u,610

38.740

35,7N

32,W

30.r 10

27,ffi

24,870

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

20,2N

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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

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917.8 806.4 749.O 691.6 637.6 586.8 531.O 476.9

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12x',|2

476.1 4?6.2 19,820

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12'WF

12x10

394.5 350.8 3r0.1 10,420 14,600 12,910 56.4

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4.1 2,W

2,081 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

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58.2 51.9 1,060.4 953,9 850.6 't4.o 12.4 11.0 229.5 203.2

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280.8 238.4 2@..1

1r,690

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5.1 118.O 100.o 83.6

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Weight

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widih

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Radius SectionaArea

lbs/ft

kg/m

tn mm tn mm tn mm tn mm tn mm inz

10' wF

10x10

112 too

89 77 72 66

60

54

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

282

276

270

267

264

260

257

254

10.415 10.345 10.275 10.195

r0.170

t0.r

17 10.o75 10.028 10.000 265 263 261 259 258 257 256 255

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17.N

r 5.62 13.59 12.95 1 1.61

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9.35 8.64

1.28 1.1l8

o.998 o.868 o.808

o.748

o.683 0.618

o.5s8

31.70

28.Q

25.35 22.O5 20.52 19.OO 17.35 15.70 14.17 o.50 0.50

0.so

o.50 0.50

o.50

o.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.&

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169 : 14€ ; 13a

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125

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45 39 33 66.97 58.04 49.1r 10.12 9.94 9.75 257

252

248

8.O22 7.990 7.964

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203

202 o.3so

0.318

o.292

8.89 8.08 7.42

0.6r8

o.528 0.433

r5.70

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r0'wF

toxS-3/4

29 25 21 43.16 37.20 31.25 10.22 10.08 9.90 260 256 251 5.799

5.762

5.750 147 146

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o.252

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222

216

210

206

203

8.287

8.222

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210

209 206

205 2U

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Structural

Tees

(lnch Serbsl

Section lndex

weisht

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of

Ser:tin EI Stem Thickness

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kg/m

_m _mm _in2 ,sIn Thickness

STlSa

18

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width

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in mm in2 cmz rn mm tn mm in mm ST12a

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273

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(26)

Structural

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Section lndex

Weight

Degth Tee Area

of

Section Flange

ffi

Stem Thickness

lbs/ft

kg/m

tn mm in2 cm2 rn mm tn mm tn mm STSb

8x8-1/2

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217

216

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203

201 7.35 6.62 s.88 5.30 47.4 42.7 37.9

v.2

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15.5 13

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7x16

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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

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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

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7.31 7.25 7.r 85

7.125

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15.r3

13.97 12.78 129.O 125.O 112.8 105.4 97.6 90.1 82.s

14.7N

14.690 14.650 14.620 14.575 14.545 14.500

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373

372

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25.35 23.83 22.17 20.65 19.@

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26

(27)

Section lndex Weight Degth Tee Area

of

Section Flange _Stem Thickness

wi

dth Thickness

lbs/ft

kglm

tn mm in2 cm2 tn mm tn mm 1n mm STTe

7x8

26.5 24 21.5 39.44 35.72 32.00 6.97 6.905 6.84 177 175 174 7.79 7.06 6.32 50.3 45.5 40.8 8.062 8.031 8.OOO 205

2U

203 0.658 0.593 0.528 16.71 15.06 13.41 o.370 0.339 o.308 9.40 8.61 7.82

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19 17 15 28.28 25.30 22.32 7.06

7.W

6.93 179 178 176 5.59 5.00 4.41 36.1 32.3 28.5

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6.750 6.733 172 171 171 0.513 o.453 o.383 13.O3 1 1.51 9.73 o.313 o.287

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95 80.5 66.5 60 53 49.5 46 42.5 39.5 36 32.5 141.4 1 19.8 98.96 89.29 78.87 73.66 68.46 63.25 58.78 53.57

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7.19 6.94 6.69 6.56 6.44 6.375

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13.53 12.49 1 r.61 10.58 9.55 180.2 152.8 '126.2 1 13.9 100.6 93.8 87.3 80.6 74.9 68.3 61.6 12.670 12.515 12.365

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12.230

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12.155 12.105 12.080

12.W

12.OO0

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318 314 313 311

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23.39 21.74 20.22 18.69

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15.39 1.060 o.905 0.755 o.710 o.620 o.580 o.545 0.495 0.470 o.430 o.390 26.92 22.99 19.18 18.O3 15.75 14.73 13.84 12.57 11.91 10.92

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ST6b

6x10

29 26.5 43.16 39.44 6.O95 6.O3 155 153 8.53 7.80 55.O 50.3 10.o14 10.000

254 zil

0.6410.576 16.28 14.63 o.359 0.345 9.12 8.76 STGc

6x8

25 22.5 20 37.20 33.48 29.78 6.O95 8.O3 5.97 155 153 152 7.36 6.62 s.89 47.5 42.7 38.0 8.O77 LO42 8.000 205

2U

203

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o.576

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152 5.29 4.56 3.99 34.1 29.4 25.7 8.565 6.525

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167

r66

165

o.m

0.465 0.400 13.72 1 1.81 10.16 o.305 0.265

o.2N

7.75 6.73 6.10 ST6e 6

X4B

11 9.5 8.25 16.37 14.14 12.28

6.r6

6.08 6.00 156 154 152 3.24 2.81 2.43 20.9 18.1 15.7 4.O30 4.O10 4.000 102 102 102

o.424

o.349 0.269 10.77 8.86 6.83 0.260

o.2N

o.230 8.60 6.10 5.84

ST6f

(28)

Strustural

Tees

(lnch

Ser&rs)-Continued

Section lndex

I

w",nn,

Deoth

df

Tee Area of Section Flange Stem Thickness in mm Width Th ;kness

lr.

I

lbs/ft

_I

ko/m

Irn _mm 145 141 138 13s 133 132 130 129 127 in2 cmz in mm tn STSa

5x10

56 50

4.5

38.5 36 33 30 27 24.5 83.34 74.41 66.22 57.29 53.57 49.11 44.64 40.18 36.46 5.69 5.s6

5.4

5.31 5.25 5.19 5.125 5.06

5.@

16.46 14.72 13.09 1 1.33 10.59 9.70 8.83 7.94 7.20 106.2 95.O 84.5 73.1 68.3 62.6 57.0 51.2 46.5 10.415 10.345 10.275 10.1eq 10.170 10.1 17 10.075 10.028 10.ooo 265 263 261 259 258 257 2s6 255 245

1.28

1.1 18 0.998 0.868 0.808

o.748

o.683 0.618 0.558 31.70

28.N

25.35 22.O5 20.52 19.OO 17.35 15.70 14.17 o.755 0.685 0.615 o.535 o.510 o.457 o.415 o.368 o.340 19.18

17.N

15.62 13.59 12.95 1r.61 10.54 9.35 8.64 STSb

5x8

22.5 19.5 16.5 33.48 29.O2 24.55 5.O6 4.97

4.875

129 126 124 6.62 5.74 4.85 42.7 37.0 31.3 8.O22 7.990 7.964

2M

203

202

0.618 o.528 o.433 15.70 13.41 11.OO

o.3s0

o.318

o.292

8.89 8.08 7.42 ST5c 5

x5-3/4

14.5 '12.5 10.5 21.58 18.60 15.63 5.11 5.O4 4.95 130 128 126 4.27 3.67 3.10 27.5 23.7 20.o 5.799 5.762 5.7sO 147 146

't46

0.500 o.430 0.3zto 12.70 10.92 8.64 o.289

o.252

o_2N

7.U

6.40 6.10 STSd 5

X4B

9.50 8.50 7.50 14.14 12.65 1 1.16 5.13 5.06 5.OO 130 129 127 2.80 2.49 2.20 18.1 16.1 14.2 4.O20 4.010 4.000 102 102 102 o.394 0.329 o.269 10.o1 8.36 6.83 o.250

o.2&

0.230 6.35 6.10 5.84 ST5e 5

X4J

5.75 8.557 4.94 125

1.69 _I

10.9 3.950 100

o.204

5.18 o.180 4.57 ST4a

4x8

33.5 29 24 20 17.5 15.5 49.8s 43.16 35.72 29.76 26.O4 23.O7 4.50

4.375

4.25

4.125

4.06 4.OO 114 111 108 105 103 102 9.85 8.53 7.06 5.88 5.15 4.56 63.5 55.O 45.5 37.9 33.2 29.4 8.287 8.222 8.117 8.O77 8.O27 8.OOO 210 209 206 205

2U

203

0.933 o.808 o.683 o.558 o.493 o.433 23.70 20.s2 17.35 14.17 12.52 1 1.OO o.575 o.510 o.405 0.365 o.315 0.288 14.61 12.95 10.29 9.27 8.OO 7.32 ST4b

4x6-1/2

14 't2 20.83 17.86 4.03 3.965 102 101 4.11 3.53 26.5 22.8 6.540 6.500 166 165 o.463 o.398 1 1.76 10.11 o.285

o.245

7.24 6.22

ST4c

4x5-1/4

10 8.5 14.88 12.65 4.O7 4.OO 103 102 2.94 2.50 19.0 16.1 s.268 5.250 134 133 o.378 o.308 9.60 7.82

o.248

0.230 ri.30 5.84 ST4d

4x4B

7.50 6.50 1 1.16 9.673 4.06 4.00 103 102 2.22 1.91 14.3 12.3 4.015 4.O00 102 102 0.314

o.254

7.98 6.45

o.245

0.230 6.22 5.84 ST4e

4x4J

5.00 7.441 3.95 100 1.48 9.5 3.940 1@

o.2u

5.18 o.170 4.32 ST3a 3

x4B

8.O0 6.OO 1 1.91 8.929 3.13 3.OO 80 76 2.36 1.77 15.2 11.4 4.O30 4.COO 102 102 0.404

o.279

10.26 7.O9 o.260 0.230 6.60 5.84 ST3b 3

X4J

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