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*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
@
Tabel Profil Konstruksi Baja
028050
O Kanisius 1988
PENERBIT KANtstUS (Anggota tKApt)
Jl. Cempaka 9, Deresan, yogyakarta 5...
KATA PENGANTAR
Dengan kemajuan teknologi pada dekade 1970 - 1980, ada bebe-
rapa profil baja yang ternyata tidak efisien l...
DAFTAR ISI
Kata Pengant ar
Daftar lsi
Wide Flange Shapes (lnch.series)
Light Beams and Joists (lnch Series)
H Bearing Pile...
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
Sr...
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...
I
Wide Flange Shapes
(lnch Soriosl- Contirrred
Section
lndex
Wdght
Deoth of
Section
(A)
Flanoe
widih
(B)
Web
Thickness
(t,...
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
J...
Wide Flange Shapes
llnch Serieo)-Continued
Section
lndex
Weight
Deoth of
Sriction
(A)
Flanoe
width
(B)
Web
Thickness
(t,i
...
I
!
I
i
I
I
I
l
I
I
;
!
i
i
i
!
I
i
t
I
I
I
I
]
D
I
l
]
l
I
I
I
Moment of lnertia Radius of Gyration Modulus of Section
Se...
Wide Flange Shapes
( lnch Seriesl - Continued
Section
lndex
Weight
Deoth of
Section
(A)
Flanoe
widih
(B)
Web
Thickness
(t,...
!
)ttt'
i3l
,:-
[4
c:
,ta
ra
L
t1
ia
Moment of lnertia Radius of Gyration Modulus of Section
Section
lndex
Jx Jy x tY Zx Z...
Wide Flange Shapes
{ lnch Series)- Continued
Section
Index
Weight
Deoth of
Sriction
(A)
Flanoe
widih
(B)
Web
Thickness
(t,...
;f "r,]: il.:I"'7'ts'h
In-
lr
I crrt
I 212.
I
I t8(}.9
teo
r.6 3
r35 G
r252
tt39
1CZs
92.9
86.
711
62r
550
17a
3tlt
127'
r...
Light Beams and Joists
(lnch Seriel
Section
lndex
Weight
Deoth of
Section
(A)
Flanoe
widih
(B)
Web
Thickness
(t, )
Flanoe
...
firrrr',fll
l,-EE
::-
i&i
4ri _
Iti 4
L
t"-
s.:
]8,:
I$, itr
t,f,
!s-
I;5
=[
Moment of lnertia Radius of Gyration Modulus ...
-
T
H Bearing Piles
(lnch Series)
Section
lndex
Weight
Deoth of
Section
(A)
Flanoe
widih
(B)
Web
Thickness
(t,)
Flanoe
Thi...
ra
t
:<
i
t'
Sccoonal
Are
t
i."*# l
u 222.2
)'r r 93.6
t 9 169.0
35 138.5
16 , 140.4
iti ; t OO.s
I
'6 I log.1
E r 7g'I
i
...
Wide Flange Shapes
(Metric Seriesl
S
{r
section' .^,-,-.^
I Degth
rndex weight sedtion
I:(A)
Flange
width
(B)
i Thic
Web
(...
-t
Zt
ID,
fio
843
68t
115
r82
ie
,l
)r
lr
53
z2
v2
4
I
I
9
Section
lndex
Weight
Deoth
cif
Section
(A)
Flange Thickness Cor...
r
Wide Flangre Shapes
lMrtr! Seriee)-Continued
Section
lndex Weight
Degth
Section
(A)
Flangr
Width
(Bl
Thickness Corner
Ra...
-'l_
TJI
rl I
!
-t" <i
I
I
I
i
Heavy Column Sections
(Mctric Scrbrl
a7.o
4ll
sof
m
Zy
cm!
sa
2912
269
?33
1r3
t
118
r67
t6...
Structural Tees
(lnch Serbsl
Section
lndex
weisht i D??th
Tce
Area
of
Ser:tin
EI
Stem
Thicknesslbs/ft kg/m m mm in2
,sIn T...
II
{
l
rl
,i
'l
,lI
J
Section
lndex
Weight
Dep-th
ot
Tee
Area
of
Sectioc
Range Stem
Thicknesswidth Thickneec
lbs/ft kg/m i...
Structural Tees
( lnch Serbsl-Continued
Section
lndex
Weight
Degth
Tee
Area
of
Section
Flange
ffi Stem
Thickness
lbs/ft kg...
Section
lndex
Weight
Degth
Tee
Area
of
Section
Flange Stem
Thicknesswidth Thickness
lbs/ft kglm tn mm in2 cm2 tn mm tn mm ...
Strustural Tees
(lnch Ser&rs)-Continued
Section
lndex I w",nn,
Deoth
df
Tee
Area
of
Section
Flange
Stem
Thickness
in mm
Wi...
Structural Tees
(Metric Serles|
Section
lndex
Weight
Deoth
df
Section
(A)
Flange
width
(B)
Thickness Corner
Radius
Section...
Structtrral Tees
( Metric Series)- Continued
Section
lndex
Weight
ot?*
Section
(A)
Flange
width
(B)
Thickness Corner
Radiu...
I
I
Section
lndex
Wcight
D"pftt
Section
(A)
Flange
Width
(B)
Thickness Corn e r
Radius
(r)
Sectiona
Area
Mornent of
lnerti...
Profil Kand
Luas
tampang Berat
Pusat
titik
berat
Momen lnertia
cm4
Jari-jari lnertia
cm
Modulus tampang
cm3
AxBxtlxt2 cr# ...
rd
E
-i
p
:
illl
a
j
Prcfi! Siku
B
Luas
tampang
cm2
Berat
kg/m
Pusat
titik
berat
Cx=Cy
cm
Momen lnertia Jari-Jari lnertia ...
Baja Kanat
Baja
- f, panjang biasa 4 _r
l5m
F - penampang
e = jarak antara titik berat dan sisiluar badan
I - momen ketamb...
rk = jari-jari teras = Y
F
k = kofisenprofil = f = 4
dt = garis tengatr luuarlg ,";:^
wr - ukuran-ukuran_gores flens
dt = ...
BAJA SIKU.SIKU
panjang biasa 3 * 15 m
36
SAMAKAKI
x-
o)
penampang
momen kelambatan
momen tahanan
jari-jari kelambata n =fL...
,
t
.
t
L tE
cm4
it
CM
ke ln
cm4
W,
cm3
,n
cm
k,
Penampang yang
dilemahkan
Fv
m2/m
mm
d
mm
E
'nl
cm2
E
'02
cmt
15.15. 3
15...
laniutan: @ia silcu-siku samakaki;
panjang biasa 3 - '15
m
7L ukuran-ukuran
dalam mm F
cn?
berat
kg/m
jarak titikberat-tit...
ts
E
ta
t
+
'l
t
JN
.7
t
t
i
J:
L
It
cm4
tt
cm
ke
1,32
1,U
1,99
2,U
t,
cm4
wn
cm3
,n
GM
k,
Penampanffiii
drtemahkan
Fv
m2/...
BAJA SIKU.SIKU TIDAK SAMAKAKI
panjangbiasa3: 15
-'F
x
F
F:
t-
W_
i-
--- x
2
penampang
rnomen kelambatan
momen tahanan
jari...
L tga lx
cm4
wx
cm3
ix
cm
"'ao
W,.v^
cmJ
i,
cm
k..I
I'
",.nt
it
cm
"'1.,0
in
cm krt
20. 30. 3
20. 30. 4
20. 30. 5
0,431
0,...
Lanjutan: baia siku'siku tidak samakaki
Panjang biasa 3 : 15 m
l:
F
tr
J
..!
-
L ukuran-ukuran dalam mm F
cm2
berat
kg/m
j...
5
frl
H:FI
ht
Fl
EI
J
;l
il"l
-t
'l
i
Ei
--1
;i
L
-r
E
rl
L
:
:
"
i-':
:-
:
11
i
L tga lx
cm4
W,,
cmr
lx
cm
"'ao
wY^
cmJ
t...
lanjutan: baja siku-siku tidak samakaki
panjang biasa 3 : 15 m
L ukuran-ukuran daJam mm
F
cm2
berat
kg/m
jarak titikberat-...
i
t
I
t
l
I
I
I
t-_
L tgo lx
cm4
wx
cm3
tx
cm
"'ao
wro
cm"
lY
cm
k, lt
cma
i,q
cm .ko
ir.,
cm
klJ
80.120. I
80'1 20.1 0
80...
TEGANGAN.TEGANGAN YANG DIIZINKAN MENURUT N 1055
Bahan
Macam tegangan
Tegangan
yang
diizinkan
untuk
pem-
bebanan
gabungan
A...
,f
GAYA-PIKUL (KEKUATAN ]UIENAHAN} PAKU-PAKU-KELING
untuk sambungan-sambungan dengan irisan tunggal' maka gaya-pikur pada ...
DAFTAR KOEFISIEN TEKUT co UNTUK BAJA Fe 360
Daftar koefisien tekuk tersebut di atas disusun berdasarkan peraturan Belanda:...
1.
RUMUS.RUMUS UNTUK MENENTUKAN/
MENGHITUNG PENAMPANG BATANG-BATANG
BAJA YANG DITEKAN
Untuk kerampingan-kerampingan lebih ...
SECTION PROPERTIES
LIGHT LIP CHANNELS
SIZE SECTION
AREA WEIGHTSIZE
L 200x75x20x3.2
( I50x75X20x4.5
r50x65x 20x3.2
t50x50x2...
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
...
LIGHT CHANNEL
SIZE
SECTION
AREA
WEIGHT
lb/lr
SIZE
350x50x50x4.5
350x50x50x4.0
300x50x50x4..5
300x50x50x4.0
250x50x50x4.5
2...
Tabel Profil Konstruksi Baja
Tabel Profil Konstruksi Baja
Tabel Profil Konstruksi Baja
Tabel Profil Konstruksi Baja
Tabel Profil Konstruksi Baja
Tabel Profil Konstruksi Baja
Tabel Profil Konstruksi Baja
Tabel Profil Konstruksi Baja
Tabel Profil Konstruksi Baja
Tabel Profil Konstruksi Baja
Tabel Profil Konstruksi Baja
Tabel Profil Konstruksi Baja
Tabel Profil Konstruksi Baja
Tabel Profil Konstruksi Baja
Tabel Profil Konstruksi Baja
Tabel Profil Konstruksi Baja
Tabel Profil Konstruksi Baja
Tabel Profil Konstruksi Baja
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Tabel Profil Konstruksi Baja

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Tabel Profil Konstruksi Baja

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Tabel Profil Konstruksi Baja

  1. 1. *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 @
  2. 2. 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. Dicalak oleh percslakan Kanisius yogyakarta
  3. 3. 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 3
  4. 4. 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 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 I 'cular Hollow Sections .
  5. 5. 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 Sectional Area 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 .1 85 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
  6. 6. 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
  7. 7. I Wide Flange Shapes (lnch Soriosl- Contirrred Section lndex Wdght Deoth of Section (A) Flanoe widih (B) Web Thickness (t, ) Flanoe Thicknless (t, Corner Radius Sectione Area 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 8.961 230 229 228 228 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 r-
  8. 8. 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 I
  9. 9. 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 Sectional Area 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.@ .2s.35 23.83 22.17 20.65 19.OO 17.48 0.60 0.60 0.60 o.60 0.60 0.60 0.60 15.2 15.2 15.2 't5.2 15.2 15.2 15.2 39.98 37.33 34.99 32.65 30.26 27.94 25.56 257.9 2N.8 225.7 210.6 195.2 180.3 164.9 10 f,lote: * Column Core Section
  10. 10. I ! I i I I I l I I ; ! i i i ! I i t I I I I ] D I l ] l I I I Moment of lnertia Radius of Gyration Modulus of Section Sec6on lndexJx 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 ' f53 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 11
  11. 11. Wide Flange Shapes ( lnch Seriesl - Continued Section lndex Weight Deoth of Section (A) Flanoe 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 'l5g 4 14E : 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 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 r 12S : 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 [ 91i 81 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'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 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.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 21.r6 19.11 360.4 305.7 252.3 227.8 201.2 187.7 174.6 161.2 149.8 136.5 123.3 12',WF 12x10 58 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 26 2* 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' .WF 12x6-112 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
  12. 12. ! )ttt' i3l ,:- [4 c: ,ta ra L t1 ia Moment of lnertia Radius of Gyration Modulus of Section Section lndex Jx 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'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 |. 14'WF 14 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'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 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'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 16,230 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'WF 12x10 394.5 350.8 3r0.1 10,420 14,600 12,910 56.4 so.o 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 u.7 58.2 51.9 1,060.4 953,9 850.6 't4.o 12.4 11.0 229.5 203.2 r80.3 12'WF 12 x8 280.8 238.4 2@..1 1r,690 9,924 8,498 23.7 19.8 16.6 986.6 824.2 691.O 5.15 5.t I 5.06 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'WF 12x6-1/2 13
  13. 13. Wide Flange Shapes { lnch Series)- Continued Section Index Weight Deoth of Sriction (A) Flanoe widih (B) Web Thickness (t, ) Flanoe Thickiess (tr) Corner Radius Sectiona Area 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 10.000 265 263 261 259 258 257 256 255 254 o.755 o.685 0.615 0.535 o.510 o.457 0.415 0.368 o.340 1 9.18 17.N r 5.62 13.59 12.95 1 1.61 1o.il 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.& Zt-L 183 ! 169 : 14€ ; 13a i 125 : 1 13; 102: Q]E l0' wF 10 xg 45 39 33 66.97 58.04 49.1r 10.12 9.94 9.75 257 252 248 8.O22 7.990 7.964 2U 203 202 o.3so 0.318 o.292 8.89 8.08 7.42 0.6r8 o.528 0.433 r5.70 13.41 11.00 o.50 o.50 0.50 12.7 12.7 12.7 13.24 r 1.48 9.7r 8Ss :rB 7l :':g Ort '-l 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 r46 o.289 o.252 o.2& 7.U 6.40 6.10 o.s00 o.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' wF 8x8 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 2U 203 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 lc Olr 7G! 6CE 5€.r 8' WF 8xe-1/2 28 24 41.67 35.72 8.06 7.93 205 201 6.540 8.500 166 165 0.285 o.245 7.24 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 8x5-1/4 20 17 29.74 25.30 8.14 8.@ 207 203 5.268 5.250 r34 133 o.2N 0.230 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 E 51.-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! r 5'WF 5x5 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 4.70 3s: 5 trj :- 4' WF 4x4 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
  14. 14. ;f "r,]: il.:I"'7'ts'h In- lr I crrt I 212. I I t8(}.9 teo r.6 3 r35 G r252 tt39 1CZs 92.9 86. 711 62r 550 17a 3tlt 127' rl0. 9rc 7GE 665 58r 53' 455 32: 47. r/s ztc 36: r3 ,.C. I Y Mornent of lnertia Radius of Gyration Modulus of Section Section lndex 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 29,920 26,O20 22580 19,030 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 4.4 4.41 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 6.60 6.58 6.55 6.53 6.50 6.45 126.3 112.4 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 7@.8 654.O 576.9 493.3 457.3 417.9 378.6 339.3 304.8 10'WF 10x10 248.6 209.7 170.9 10,350 8,729 7 ,114 53.2 4.9 36.5 2,215 1,869 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'WF lo 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,il7 6,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,W 1,769 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'WF 8x8 97.8 82.5 4,O71 3,4U 21.6 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.WF 8x6-'.t/2 69.2 56.4 2,881 2,W 8.50 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'WF 8 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,WF 6x6 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'WF 5x5 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' WF 4x4 15
  15. 15. Light Beams and Joists (lnch Seriel Section lndex Weight Deoth of Section (A) Flanoe widih (B) Web Thickness (t, ) Flanoe Thickfress ( t,) Corner Radius Sectiona Area lbs/ft kg/m tn mm tn mm tn mm tn mm tn mm in2 L 16 x5-1/2 31 26 46.13 38.69 15.84 1s.65 402 398 5.525 5.s00 1N 140 o.275 o.250 6.99 6.35 o.42 o.345 1 1.23 8.76 o.43 0.43 10.9 10.9 9.12 7.65 5€: 49,t L 14X5 26 22 38.69 32.74 13.89 13.72 353 348 5.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 6.47 491 4'- L 14x4 17.2 25.60 14.00 356 4 000 102 0 210 533 o 272 691 043 109 505 .).: L 12x4 22 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.2N o.230 6.60 6.10 5.84 o.424 o.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 r0x4 I 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.240 0.230 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 8X4 15 13 22.32 19.35 8.12 8.00 206 203 4.015 4.000 1o2 102 o.245 o.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 28i 24- 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 6X4 16 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.404 o.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; :-2 5 :]8 l :r2 6 ")''t 4 '=57 "30 1 ':53 =.3 2 ?a2 =6 :,8 8 3€0 395 308 .49 16
  16. 16. firrrr',fll l,-EE ::- i&i 4ri _ Iti 4 L t"- s.: ]8,: I$, itr t,f, !s- I;5 =[ Moment of lnertia Radius of Gyration Modulus of Section Section lndex Jx 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 51.96 L 16 x5-1/2 :32 6 '37 4 10,100 8,212 8.26 6.40 343.8 266.4 5.63 5.52 14.30 14.O2 1.04 o.99 2.64 2.51 34.9 28.8 572.O 472.O 3.29 2.56 53.92 41.96 L 14x5 :-3 I 6,131 i I 2.65 1t0.3 5.40 13.72 o.72 'r.83 21.O 344.2 1.32 21.63 L 14x4 '.5 7 i 6,482 '3o 1 | s,+ro '5 3 | 4,383 4.55 3.67 2.79 189.4 152.8 1 16.1 4.91 4.81 4.65 12.47 12.22 11.81 0.84 o.81 o.76' 2.13 2.06 1.93 2s.3 21.4 17.5 414.7 350.7 286.8 2.26 1.83 1.39 37.M 29.99 22.78 L 12x4 *2 I S,ezr 2.25 93.65 4.61 1'.t .7 1 o.74 1.88 14.8 242.5 1.13 18.52 J 12x4 )a 2 4,005 3' 8 3,405 :8 8 ', 2,864 4.19 3.45 2.79 174.4 143.6 116.1 4.14 4.05 3.95 ro.52 10.29 10.o3 0.86 o.83 o.80 2.18 2.11 2.O3 18.8 16.2 13.8 308.1 26s.5 226.2' 2.08 1.72 1.39 34.09 28.1 I 22.78 L 10x4 :' I 2,160 2.O1 83.66 3.92 9.96 o.77 1.96 10.5 172.1 1_O2 16.72 J 10X4 !€ c 1,994 39 5 1,6M 3.30 2.62 137.4 109.1 3.29 3.21 8.36 8.15 0.86 0.83 2.'.|8 2.11 1 1.8 9.88 193.4 161.9 1.65 1.31 27.U 21.47 L 8X4 1.99 82.82 3.23 8.20 o.82 2.08 7.79 127.7 1.O1 16.55 J 8X4 1320 903.3 4.32 2.89 179.8 120.3 2.59 2.4 6.58 6.30 o.96 0.90 2.4 2.29 10.1 7.24 165.5 t 18.7 2.14 1"M 35.07 23.60 L 6X4 "4 3 616.0 1.89 78.66 2.43 6.17 o.87 2.21 5.O7 83.10 0.96 15.73 J 6X4 17
  17. 17. - T H Bearing Piles (lnch Series) Section lndex Weight Deoth of Section (A) Flanoe widih (B) Web Thickness (t,) Flanoe Thickiess ( tz) Corner Radius Sectiona Area 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 4.7a4 14.696 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.7u 0.616 0.506 20.45 17.88 15.65 12.85 o.60 0.60 o.60 o.60 15.2 15.2 15.2 15.2 34.4 30.o1 26.19 21.46 Z/.c - r93: 169 : 13€ : 12x12 74 53 r lo.l 78.87 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 14{.r Itri 10x10 57 42 84.83 62.sO 10.o12 9.720 254 247 10.224 10.078 2@ 256 0.564 o.418 14.33 10.62 o.564 o.418 14.33 10.62 o.50 o.50 12.7 12.7 16.76 12.35 1C8" 79- 8x8 36 53.57 8.026 2U 8.158 207 o.446 11.33 o.446 11.33 0.40 10.2 10.60 6[t n, 'u8.1 'c55. s9.' 733.' 566.! 394.t 294." 210.t 1 19.{ 18
  18. 18. ra t :< i t' Sccoonal Are t i."*# l u 222.2 )'r r 93.6 t 9 169.0 35 138.5 16 , 140.4 iti ; t OO.s I '6 I log.1 E r 7g'I i --_1--- Di 68. Y Moment of lnertia Radius of Gyration Modulus of Section Section lndex Jx Jy x Y Zx Zy in. cml int cml IN cm tn cm inr cm3 in3 cm3 1,228.5 1,055.1 909.1 733.1 51,140 43p20 37,8N 30,520 u3.1 379.6 326.2 261.9 18,440 15,8@ 13,580 10,9@ 5.97 5.93 5.89 5.85 15.16 t5.06 14.96 14.86 3.59 3.56 3.53 3.49 9.12 9.O4 8.94 8.86 172.6 150.4 131.2 107.5 2,828.9 2,465.O 2,150.4 1,761.9 s9.5 51.3 u.4 35.9 975.2 840.8 727.7 588.4 14x1+1/2 566.5 394.8 23,580 16.430 184.7 127.3 7,689 5,299 5.10 5.03 12.95 12.78 2.91 2.86 7.39 7.28 93.5 67.O 1,532.5 1,O98.1 30.2 21.2 495.O 347.5 12x1? 294.7 210.8 12,270 8,775 100.6 71.4 4,188 2,972 4.19 4.13 10.64 10.49 2.45 2.& 6.22 6.09 58.9 43.4 965.4 711.3 19.7 14.2 322.9 232.7 l0xlo 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
  19. 19. Wide Flange Shapes (Metric Seriesl S {r section' .^,-,-.^ I Degth rndex weight sedtion I:(A) Flange width (B) i Thic Web (t,) kness rm Corner Radius (r) Sectional Area Moment of lnertia Radius of Gyration Modtdus of Section Jx Jy tx tY Zx ,mm kg/m mm mm mm mm mm cm2 cm. cm{ cm cm cm3 cml 9oo x30O 286 I grz I 243 I eoo 213 I 890i 302 300 299 18 16 15 34 28 23 28 28 28 364.0 309.8 270.9 498,000 411,OOO 345,000 15,7@ 12,600 10,300 37.0 364 35.7 6.56 6.39 6.16 10,9@ 9,140 7,7& 1,O40 84it I 68s I 800 x3oo 241 210 191 808 800 792 n2 3@ 300 t6 14 14 30 26 22 28 28 28 307.6 267.4 243.4 339,000 292,O@ 254,OOO 13.800 11,7@ 9,930 33.2 33.0 32.3 6.70 6.62 6.39 8,400 7.290 6,410 915 782 662 700 x300 215 i 7C8 1Bs I ,- 166 I OSZ n2 300 300 15 13 13 28 24 20 28 28 28 273.6 235.5 211.5 237,O@ 201,000 172.O@ 12,900 10,800 9,A20 29.4 29.3 28.6 6.86 6.78 6.53 6,700 5,760 4,980 853 722 602 5€O.300 175 | ss4 ls1 I s88 137 I SeZ 302 I 14 3ool n 300 | ,, 23 20 17 28 28 28 222.4 192.5 174.5 137,000 118,000 103.000 10,600 9,020 7,670 24.9 24.8 24.3 6.90 6.85 6.63 4,620 4,O20 3,530 701 601 sll t I i ri 'I I 6m.2m i 'l i l 134 120 106 94.6 | 612 l*uI 600 I u'u 202 201 200 199 13 12 11 10 23 20 17 15 22 22 22 22 147.7 152.5 134.4 120.5 103,OOO 90,400 77,600 68,700 3.180 2,720 2,280 1,980 24.6 24.3 24.O 23.9 4.31 4.22 4.12 4.05 3,380 2,980 2,590 2,3r0 314 271 228 199 | 'tza 5@ 13& I tt 114 448 N2 3oo 300 11 11 't8 15 26 26 163.5 145.5 71,OOO 60,400 8,110 6,760 20.8 20.4 7.U 6.82 2,910 2.500 54t 451 5OO x 20O 103 89.7 79.5 j soo I r 500i i aso 201 2@ 199 t1 10 9 19 16 14 20 20 20 131.3 114.2 1o1.3 56,500 47,8@ 41,900 2,580 2,1N 1,840 20.7 20.s 20.3 4.43 4.33 4.27 2,230 1,910 1.690 257 214 185 , 124 450 x300 106 440 4vt 300 299 11 10 18 15 24 24 157.4 135.O 56,100 46.800 8,110 6,690 18.9 18.6 7.18 7.U 2,550 2,160 541 w 450 x 200 76.0 66.2 450 46 200 199 I 8 14 12 18 18 96.76 84.30 33,500 28,7@ 1,870 1.580 18.6 18.5 4.& 4.33 1,490 1,290 187 r59 4OO xulOO 605 415 283 232 498 458 428 414 4t2 417 &7 405 45 30 20 18 70 50 35 28 22 22 22 22 770.1 528.6 360.7 295.4 298,OOO 187,000 119,000 92,800 94,m 60,5@ 39,400 31,000 19.7 18.8 18.2 't7.7 t t.1 ro.7 10.4 10.2 12,000 8,170 5,570 4,4@ 4,370 2,9@ 1,930 1,530 n
  20. 20. -t Zt ID, fio 843 68t 115 r82 ie ,l )r lr 53 z2 v2 4 I I 9 Section lndex Weight Deoth cif Section (A) Flange Thickness Corner Radius (r) Sectional Area Mornent of lnertia ,-T-,, Radius of Gyration Modulus of Section wlotn (B) Web ( t,) t'?efl" mm kg/m mm tx ty cm Zx Zymm mm mm cm2 crn cml cm 400 x400 2oo 197 172 168 147 1& 406 400 M 394 394 388 403 408 400 405 398 &2 16 21 13 18 11 15 24 21 21 18 l8 15 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,t00 49.000 26,2@ 23,8@ 22,M 20,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.3 390 386 300 299 10 9 16 14 22 22 136.0 120.1 38,7@ 33.700 7,210 6.2Q 16.9 16.7 7.28 7.21 1,980 1,7N rt81 418 4oox20p^ 66.0 56.6 /tOO 396 2@ 199 8 7 13 11 16 16 84.12 72.16 23,7@ 20,o@ 1,7Q 1.450 16.8 16.7 4.54 4.8 r,190 1.O10 174 145 350 x350 159 156 136 131 115 106 356 350 3so 34 w 338 352 357 3so 354 3+e 351 14 19 12 16 10 13 22 19 r9 16 16 13 '20 20 2A 20 20 20 202.o 198.4 173.9 166.6 146.0 135.3 47,600 42,8@ 40,3@ 35,300 33,300 28.2@ 16,0@ 14,m 13,6@ 11,8@ 11,200 9.380 15.3 14.7 15.2 14.6 15.1 14.4 8.90 8.53 8.84 8.43 8.78 8.33 2,670 2,450 2,3m 2,050 1,94C) 1,670 909 809 776 669 646 534 350 x250 79.7 69.2 .w 336 250 249 I I 14 12 20 20 101.5 88.1 5 21,7@ 18,5@ 3,6sO I r+.e 3,oeo Lo, 6.00 5.92 1,280 1,loo 292 248 350x175 49.6 41.4 350 346 175 174 7 6 t1 I 14 14 63.14 52.68 13,600 1 1,tOO 984 792 14.7 I4.5 3.9s I tts 3.88 I 641 112 91.O 300 x3@ 106 106 94.0 87.O 84.5 3@ 300 300 298 294 301 305 300 299 302 11 15 10 9 12 17 15 15 14 12 18 18 t8 18 18 134.8 134.8. 1 19.8 110.8 107.7 23,m 21,500 20,m r8,800 16.900 7,7n 7,1@ 6,750 6,2& 5,520 13.2 12.6 13.1 13.0 12.5 7.57 I r,sao 7.26 | 1,uo 7.s1 lr,soo t.s1 I r,zto 7.16 I t,lso 514 466 450 417 36s 300 x2@ 3@x150 65.4 56.8 298 294 201 200 I 8 14 12 18 18 83.36 72.38 13,300 11,300 1,900 1,@ 12.6 12.5 4.77 4.71 3.29 3.29 893 771 1&9 160 36.7 32.O 300 298 r50 149 6.5 5.5 I I 13 13 46.78 40.80 7,210 6,320 508 42 12.4 12.4 481 424 67.7 59.3 21
  21. 21. r Wide Flangre Shapes lMrtr! Seriee)-Continued Section lndex Weight Degth Section (A) Flangr Width (Bl Thickness Corner Radius ( r) Sectione Area I ruomenG?- 1 lnertia l- Radius of (,yrattonWeb (t') m Msdulirs of Section mm kg/m Ir I .tv I-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 24 24 255 250 249 252 14 I 8 11 14 t4 13 It t6 16 16 l6 cm cm cmr cml 10.5 r0.8 10.8 10.3 6.09 6.29 6.29 5.98 919 867 801 720 301 292 269 233 250x175 4.1 24 175 7 11 16 984 294 2ss 10.4 4.18 502 113 t 250 x 125 29.6 25.7 zso 24 125 124 6 5 I I 12 12 37.66 l 32.68 I 4,O50 3,540 ro.4 10.4 2.79 2.79 324 28s 47.O 41.1 200x2@ 65.7 56.2 49.9 208 2@ 2@ 202 2U 200 10 12 8 16 12 12 13 13 13 83.69 71.53 63.53 6,530 4.980 4,720 2,2@ 1,7@ 1,6@ 8.83 8.35 8.62 5.13 4.88 5.02 628 498 472 218 187 r60 200 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 18.2 2@ 198 r@ 99 5.5 4.5 8 7 11 11 27.16 23.18 1,8N 1,580 r34 114 8.24 8.26 2.22 2.21 184 160 26.8 23.0 175xr75 Q.2 175 175 7.5 1t 12 51.21 2,880 984 7.50 4.38 330 112 175xt25 23.3 169 125 5.5 I 12 29.65 23.U 1.530 261 7.18 2.97 t8r 41.8 t75x 90 18.1 175 90 5 8 I 1.210 97.5 7.26 2.06 139 21.7 150 x 150 31.5 150 150 7 10 1t &.14 1,6@ 563 6.39 3.75 219 75.1 r50x 100 21.1 r48 1@ 6 9 l1 26.84 r 7.85 1,O20 666 151 6.17 2.37 138 30.1 150x 75 14.0 150 75 5 7 I 49.5 6.t r 1.86 88.8 13.2 t25 x 125 23.8 125 125 6.5 9 10 30.3t r6.84 847 413 293 5.29 3.11 r36 47.O t25x 80 13.2 125 80 6 I j lo 29.2 4.95 1.32 86.1 9.73 l00x 100 17.2 1@ 100 6 I 2r.90 1 1.85 383 187 134 4.18 2.47 76.5 2e.7 t00x 50 9.30 100 s0 5 7 8 14.8 3.98 1.12 37.5 5.91 22
  22. 22. -'l_ TJI rl I ! -t" <i I I I i Heavy Column Sections (Mctric Scrbrl a7.o 4ll sof m Zy cm! sa 2912 269 ?33 1r3 t 118 r67 t60 67.8 26.8 230 tll "g 21.7 r5 1 DT !32 170 973 !E.7 12 Scction lndcx Weight '"aot* Section (A) Flange wdth (B) Thickness Corner Radius (r) Sectional Area Moment of lnertia Radius of Gyration Modulus of Sectioh Web ( t,) t'iflP" Jx Jy lx tY Zx Zy mm 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 60 80r 593 538 478 M7 447 60 60 90 60 22 22 '1,o24. 755.4 433,000 260,000 135,OOO 90.o00 20.6 r8.6 1 1.5 r0.9 16,100 10.900 6,O30 4,O30 50 658 508 437 50 75 22 838.7 331,000 105,000 19.9 11.2 13,000 4.790 /ts 7Q @5 435 538 498 w 432 432 432 45 45 45 90 70 45 22 22 22 942.9 770_1 554.1 414,OOO 298,OOO 't77,W 121,@O 94,400 60,800 21.O 19.7 17.9 1 1.3 1 1.1 10.5 15,400 12,000 7,9@ 5,610 4,370 2,810 6 518 384 478 438 427 427 & Q 60 & 22 22 659.8 489.O 242,W 152,0@ 78,100 52,100 19.1 17.6 10.9 10.3 10,100 6,9s0 3,660 2,440 35 486 334 468 428 422 422 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 30 480 415 2U 478 458 418 417 417 417 30 30 30 @ 50 30 22 22 22 612.0 528.6 361.8 233,000 187,0@ 107,000 72,ffi 60,5@ 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
  23. 23. Structural Tees (lnch Serbsl Section lndex weisht i D??th Tce Area of Ser:tin EI Stem Thicknesslbs/ft kg/m m mm in2 ,sIn Thickness STlSa 18 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 r8.03 17.94 466 444 460 458 456 44.O9 41.16 38 28 3601 33 86 284.5 265.5 247 0 232 3 218 s 16.655 16595 16.555 16.512 16 475 grn 423 422 421 419 418 tn mm tn mm 1.680 1.570 1.40 1.350 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 ST18b 18x12 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 2677 24.99 23.54 2208 19.8s 184 3 172.7 161.2 r5t.9 142.5 128.1 227.5 208.8 189.7 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.770 o.725 o.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.77s 0.715 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 294 293 292 292 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 STl5a 15x15 105 95 86 156.3 141.4 r 28.O r 5.19 r5.06 14.94 386 383 379 30.89 27.95 25.32 r 99.3 180.3 t 63.4 1s.r05 15040 14.985 384 I t.er s 382 I r.,ru 38t I , ous 33.40f o.77sl ro.os 30.tof o.zrol ,e.og 27.os f o.oss I ,0.* srl5b 15xlo-t/2 66 62 58 64 49.5 98.22 92.27 86.31 80.36 73.66 t5.t5 r5.08 r5.oo 14.91 14.82 t9.4t 18.22 l7.O? r5.88 t4.56 385 383 38r 379 376 125.2 r t7.5 l to.t t02.5 83.9 ro.551 10.521 10.5m 10.484 10.458 268 267 2e7 266 266 r.@0 o.930 o.850 o.760 o.670 25.Q 23.82 21.59 r9.30 17.o2 30.23 27.31 24.77 o.0r5 o.s85 o.564 o.s4g o.522 15.62 14.80 r4.33 r3.92 r3.26 STl3a 13-'.t/2x14 88.5 80 72.5 13t.7 119.1 107.9 t3.655 t3.54 13.44 E 26.05 23.62 21.34 t68.1 l5r.7 137.7 14.090 14.023 13.96s 3s8 356 35s 1.190 1.O75 o.975 o.725 o.6s8 o.6@ 18.42 16.71 15.24 sTl3b 1}^1/2x10 57 5r 47 42 84.83 75.90 I 6e.s4 I 625o I 13.64 r3.535 r3.455 13.35 348 344 u2 339 1e.77 t5.ol r3.8:t t23A t08.2 96.8 89.2 79.7 10.070 ro.ot8 9.990 9.983 256 2* 2il 253 0.932 o.827 o.747 0.836 23.67 21.O1 18.97 18.15 0.570 o.5t8 o.490 O.tl63 t4.tl8 13.16 t2..[5 11.76 i ,t-- 24
  24. 24. II { l rl ,i 'l ,lI J Section lndex Weight Dep-th ot Tee Area of Sectioc Range Stem Thicknesswidth Thickneec lbs/ft kg/m in mm in2 cmz rn mm tn mm in mm ST12a 12x14 80 72.5 65 1 19.1 107.9 95.73 12.36 12.245 12.13 314 311 308 23.52 21.31 19.1 1 151.8 137.5 123.3 14.O9',| 14.043 14.000 358 357 356 1.r35 1.020 0.900 28.83 25.91 22.86 0.656 0.608 0.565 16.66 15.M '14.35 STl2b 12x12 60 55 50 89.29 81.85 74.41 1 2.1 55 12.O8 12.@ 309 307 305 17.64 16.18 14.71 113.8 1@.4 94.9 12.088 12.U2 12.0@ 307 306 305 0.930 o.85s o.775 23,62 21.72 19.89 0.556 0.510 0.1168 14.12 12.95 1 1.89 STl2c t2 x9 47 42 38 g 69.94 62.50 s6.5s 50.60 12.145 1zus 11.955 11.86 308 306 304 301 13.81 12.35 1 1.18 r0.oo 89.r 79.7 ,2.1 64.5 9.061 9.015 8.985 8.961 2n 229 228 228 o.872 4.772 0.682 0.582 22.15 19.61 't7.32 14.78 o.516 0.470 o.440 o.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 10.50 273 270 267 20.89 18.67 16.48 134.8 120.5 106.3 1 3.1 32 13.061 13 000 334 332 330 1.O95 0.985 o.865 27.81 25.O2 21.97 0.659 0.588 0.527 16.74 14.94 13.39 STIOb 1O-1/2x9 48 41 71.43 61.O1 10.57 10.4:l 268 26s 14.11 12.O5 91.O 77.7 9.O38 8.962 zfi 228 o.935 0.795 23.75 20.19 0.575 0.499 14.61 12.67 STIOc l0-1/2xB-l/4 36.5 34 31 27.6 54.32 50.60 46.13 40.92 10.02 r0.6, 10.415 1o.tto 210 268 247 ?u 10.73 10.o1 9.12 8.09 69.2 64.6 58.9 522 8.295 8.270 8.2Q 8.215 211 210 209 209 o.7& o.88s 0.615 o.522 18.80 17.& 15.62 13.26 o.455 0.430 0.400 0.375 1 1.56 10.92 10,16 9.52 ST9a 9x1jt-3/4 57 52.5 48 84.83 78.1 3 71.43 9.24 9.16 9.08 235 233 23r 16.7' 15.43 14.11 108.2 98.6 9t.o I 1.833 11.792 r 1.750 301 300 298 o.991 0.911 o.831 25.17 23.14 21 .11 0.595 0.554 0.512 15.1 1 14.O7 13 00 sT9b I x8-3/4 42.5 38.5 35 32 63.25 57.29 52.08 47.42 9.16 9.08 9.@ 8.935 233 231 229 227 12.4S) 11.32 r0.28 9.tl() 80.6 73.O e8.3 60.6 8.838 8.787 8.750 8.7t5 224 223 222 221 0.911 o.831 0.751 o.886 23.14 21.11 19.08 17.42 0.526 o.475 o.€8 0.403 13.36 12.O7 1 1.13 10.24 STOc 9x7-1/2 30 27.6 26 22.5 u.u &.92 37.20 33./A 9.125 9.00 9.00 8.93 232 2n 229 227 8.82 8.09 7.35 0.62 56.9 52.2 47.4 42.7 7.558 7.532 7.5m 7.477 192 t9t l9t 190 o.095 0.630 o.570 0.499 17.65 r6.m 14./18 12.67 0.416 0.390 0.358 0.335 r0.57 9.91 9.09 8.51 STSa I x11-1/2 48 4 71.43 65.48 8.16 8.08 233 231 14.1I 12.95 9r.o 83.5 11.533 1r.502 293 292 o.875 0.795 22.23 20.19 0.53s 0.504 13.59 r2.80 25
  25. 25. Structural Tees ( lnch Serbsl-Continued 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 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 13.4 12.34 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$.1/28 15.5 13 x.o1 19.35 7.92 7.83 201 199 4.56 3.83 29.4 24.7 s.525 5.500 1@ 140 o.M2 o.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 14.7N 14.690 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.78 0.688 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 14.8 13.72 12.57 11.81 r0.67 STTc 7 x12 42 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.428 1 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
  26. 26. Section lndex Weight Degth Tee Area of Section Flange Stem Thicknesswidth 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 sTTf 7 x6-3/4 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 6.776 6.750 6.733 172 171 171 0.513 o.453 o.383 13.O3 1 1.51 9.73 o.313 o.287 o.270 7.95 7.29 6.86 STTg 7 XsB 13 11 19.35 16.37 6.95 6.86 177 174 3.83 3.24 24.7 20.9 5.O25 5.OOO 128 127 0.418 o.335 10.62 8.51 0.255 o.230 6.48 5.84 STTh 7 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 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 8.37 7.19 6.94 6.69 6.56 6.44 6.375 6.3r 6.25 6.19 6.125 6.06 183 176 170 167 164 162 160 159 157 156 154 27.93 23.69 19.56 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 93.8 87.3 80.6 74.9 68.3 61.6 12.670 12.515 12.365 12320 12.230 r2.190 12.155 12.105 12.080 12.W 12.OO0 322 318 314 313 311 3r0 309 307 307 306 305 1.736 1.486 1.236 1.106 o.986 o.921 o.856 o.796 0.736 0.671 o.606 4.O9 37.74 31.39 28.O9 25.U 23.39 21.74 20.22 18.69 17.U 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 9.9r 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 0.641 0.576 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 o.il1 o.576 o.5r6 16.28 14.63 13.11 o.371 o.336 o.294 9.42 8.53 7.47 ST6d 6x6-1/2 18 15.5 13.5 28.79 23.47 20.09 6.12 6.O45 5.98 155 1il 152 5.29 4.56 3.99 34.1 29.4 25.7 8.565 6.525 6.5@ 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 6 x4J 7.@ 10.42 5.96 151 2.O7 13.4 3.970 101 o.n4 s.69 o.200 5.84
  27. 27. 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 28
  28. 28. Structural Tees (Metric Serles| Section lndex Weight Deoth df Section (A) Flange width (B) Thickness Corner Radius Sectional Area Moment of lnertia Radius of Gyration Modulus of Section Centre of GravityWeb ( tr) ''?[P' (r) Jx Jy tx iy Zx Zv Cx mm kg/m mm mm mm mm mm cm2 cm{ cml cm cm cm3 cm3 cm 900 x300 143 122 106 456 450 45 302 300 299 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 5r8 421 3M 11.3 1 1.3 1 1.6 800 x300 12',1 105 9s.6 4c,4 400 396 302 300 300 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 x300 107 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,W 5,410 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 x300 87.3 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 8.4 8.3s 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 zffi 199 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.U 7.79 500 x300 64.2 57.1 24 241 300 300 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 500x200 51.5 4.8 39.7 253 250 248 201 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 x300 61.8 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.U 149 133 270 224 4.05 4.@ 450 x200 38.0 33.1 225 223 2@ 199 I 8 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) 92 207 142 116 249 229 214 207 432 417 &7 N5 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
  29. 29. Structtrral Tees ( Metric Series)- Continued Section lndex Weight ot?* Section (A) Flange width (B) Thickness Corner Radius (r) Sectional Area Moment of lnertia Radius of Gyration Modulus of Section Centre ol GravityWeb (t,) t'ilP' Jx Jy tx iy Zx Zy Cr mm kglm mm mm mm mm mm cm2 cml cmr cm cm cm3 cm3 cm 400 x400 r00 98.4 8s.8 u.1 73.3 70.o 203 2@ 2@ 197 197 194 403 408 400 405 398 Q2 16 21 13 18 11 t5 24 21 21 18 l8 15 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 x300 53.4 47.1 195 193 3@ 299 10 I 16 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 2N 209 3.41 3.33 4@ x200 33.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 4.8 88.6 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 3il 348 351 14 19 12 16 10 13 22 19 19 16 16 13 20 20 20 20 20 20 101.O 99.19 86.9r 83.32 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.7 104 455 M 388 33s 323 267 3.05 3.59 2.86 3.40 2.67 3.21 35O x25O 39.8 34.6 170 168 250 249 I 8 14 12 20 20 50.76 M.O8 1,O20 881 1,830 1.540 4.N 4/;7 6.@ 5.92 73.r 64.O 146 124 3.09 3.O2 350x175 24.8 20.7 175 173 175 174 7 6 11 9 14 14 31.57 26.U 815 679 492 396 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 x200 32.7 28.4 149 147 201 26 9 8 14 12 18 t8 41.68 36.19 662 572 949 802 3.99 3.97 4.77 4.71 55.2 8.2 94.4 80.2 2.9r 2.83 3@ x 150 18.4 r6.0 150 149 150 14!t 6.5 5.5 9 8 13 13 23 39 20.N 4il 393 2* 221 4.45 4.39 3.29 3.29 40.0 33.8 33.8 29.7 3.41 3.26 30
  30. 30. I I Section lndex Wcight D"pftt Section (A) Flange Width (B) Thickness Corn e r Radius (r) Sectiona Area Mornent of lnertia Radius of Gyration Modulus of Section Centre of GravityWeb (t,) t'ilP" Jx Jv lx tY Zx ZY Cr mm 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 t24 122 255 250 249 252 14 9 I 11 14 14 13 t1 16 16 16 16 52.U tt6.O9 42.35 41.O3 s89 412 364 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 125 14.8 12.8 t25 124 125 124 6 5 I 8 12 12 18.83 16.34 28 2@ 147 127 3.63 3.57 2.79 2.79 25.6 21.3 23.5 20.5 2.78 2.63 200x200 32.8 28.1 24.9 104 100 100 2o.2 2U 2@ 10 12 8 16 12 12 13 13 13 41.85 35.77 31.77 251 2s6 184 1,1m 85t 801 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 1@ 10.7 9.10 r00 99 100 99 5.5 4.5 I 7 11 11 r3.58 11.59 114 93.8 67.0 56.8 2.90 2.U 2.22 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
  31. 31. Profil Kand Luas tampang Berat Pusat titik berat Momen lnertia cm4 Jari-jari lnertia cm Modulus tampang cm3 AxBxtlxt2 cr# kg/m cm lx ly lx ry Zx Zy 75x40x5x7 100x50x5x7,5 125x65xOxB 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 14,4 150x75x6,5x10 150x75x9x12,5 180x75x7x10,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 25a 200x70x7x10 200 x B0 x 7,5 x't1 200x90x8xi3,5 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 2.72 162 195 249 250x90x9x13 250 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 300x90x10x15,5 j:oot9ox12x16 380x100x10,5x16 55,74 61,90 69.39 43,8 48,6 54,5 2,33 2,25 2,41 7,400 7,870 14,500 313 391 557 1 1,5 11,3 14,5 2,59 2,51 2.83 494 525 762 3E0x100x13x20 85,71 67,3 2,50 17,600 671 14,3 2,80 924 32
  32. 32. rd E -i p : illl a j Prcfi! Siku B Luas tampang cm2 Berat kg/m Pusat titik berat Cx=Cy cm Momen lnertia Jari-Jari lnertia Modulus tampang Zx=Zy cm lx=ly cm max.lx cm4 min.ly cm4 tx=ty cm max,rx cm mrn.ry cmAxBxt, 40x40x3 40x40x5 45x45x4 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 50x50x4 50x50x6 60x60x4 60x60x5 65x65x6 3.892 5.W 4.692 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 65x65xB 75x75x6 75x75x9 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,M 2,90 2.84 1,25 1,47 1.45 7,97 8,47 12.1 75x75x12 90x90x6 90x90x7 90x90x10 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,M 1,75 1,77 1.74 15,7 12,3 14,2 19,5 90x90x 13 100x100x7 100x100x10 100x100x13 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 3,83 3,78 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 2U 258 304 3,71 4,01 3,96 3,93 4,63 4.61 4,68 5,06 5,00 4,95 5,U 5,82 2,38 2,57 2,U 2,53 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,M 3,42 3.93 82,6 103 91,6 114 150 200x200x20 200x200x25 200x200x29 250x250x25 250x250x35 76.00 93,75 107,6 119,4 162,6 59,7 73,6 u,5 93,7 126 5,67 5,87 6,01 7,10 7.45 2.820 3.420 3.866 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.U 9,62 9,42 3,90 3,88 3,87 4,89 4,83 197 242 276 3BB 519 &|
  33. 33. Baja Kanat Baja - f, panjang biasa 4 _r l5m F - penampang e = jarak antara titik berat dan sisiluar badan I - momen ketambatan W- momen tahanan ; = jari-jari kelambatan = t+ d/ I eraq '- tC ' 'i PenOatianey. I i -lI +- t ukuran-ukuran dalam mm Penampang F dalam cr# berat kg/m e mm t v o,)ol. sumbu-lentur X-X h b d t=r r1 prof . flens badan lx cm4 ^W,cmJ ix cm fkx cm kx 3 4 5 30 N 50 33 35 38 5 5 5 7 7 7 3,5 3,5 3,5 5,4 6,2 7,1 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 2,72 191 6") 8 10 65 m 100 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 RA6 12 14 16 18 20 120 140 160 180 2@ 55 60 65 70 75 7 7 7,5 8 8,5 I 10 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 6,8 7,7 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 20,1 364 605 O,)R 1 350 1910 ffi,7 86,4 116 150 191 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 a26 28 30 220 24Q 2ffi 2W 300 80 85 90 95 100 I 9,5 10 10 10 12,5 13,- 14 15 l6 6,5 0,5 7,0 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 0,455 o 43F 32 a5 38 q 320 350 380 400 100 100 102 110 14 14 13,5 14 17,5 16 16 18 8,8 8,0 11,2 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 7U 826 1020 12,1 12,9 14,1 14,9 8,96 9,50 10,4 11.1 0,53[ I 0,47i 0,40c 0,41a Y ': Gc' u r
  34. 34. rk = jari-jari teras = Y F k = kofisenprofil = f = 4 dt = garis tengatr luuarlg ,";:^ wr - ukuran-ukuran_gores flens dt = goris tengah lubang flens t sumbu-lentur y-y tinggi pelat penyambung I dalam mm pada oaris 7 dan ul tenoah- turan-ukuran-gort Itlhann haA;n 4 )sa lubang-lubang flens luas bidang catt, cm4 W, cm3 ty cm ky cm c mm h1 mm 14 mm tl mrn n mm 23 rnrn 26 129 mm l-- wf mm df mm Fm m2lm lr, I mzt 3 4 5 5,3 6,7 9.1 2,68 3,08 3,75 0,99 1,U 1,13 5,55 5,77 5.56 14,5 14,5 r5 1 11 20 20 20 1'l 11 0,174 0,199 0,232 40,7 40,9 41,56Yz 8 10 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 35,112 14 16 18 20 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 0,4u 0,489 0,546 0,611 0.661 32,4 30,6 29,0 27,8 26,122 24 26 2A 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 1U 2@ 216 232 110 i30 150 160 180 100 120 140 150 170 90 110 130 140 160 BO 100 120 130 150 90 110 120 140 45 45 50 50 Rtr 23 26 26 26 26 0,718 0,775 0,834 0,890 0,950 24,4 23,3 22,0 21,3 20,632 35 38 40 597 570 613 846 80,6 75,0 78,4 102 2,81 2,72 2,78 3,04 9,62 10,50 10,30 9,90 37 u u 38 246 282 312 324 190 2n 2ffi 270 180 220 250 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
  35. 35. BAJA SIKU.SIKU panjang biasa 3 * 15 m 36 SAMAKAKI x- o) penampang momen kelambatan momen tahanan jari-jari kelambata n =fLYp E2F 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-ukuran dalam rnrn F crn3 berat kg/m jarak titikberat-titikberat dalam cm lr= =lv cm4 wr= =wv cm3 ix= =iv cm kr= =kv b d r r1 e '15. 15' 3 15.15. 4 15 3 4 3,5 2 0,82 1,05 0,il 0,82 0,48 0,51 1,06 0,61 0,13 0,15 0,19 0,15 0,19 0,43 0,42 4,48 5,81 20.20. 3 20.20. 4 20 3 4 3.5 2 1 ,12 1,45 O,BB 1 ,14 0,60 O,M 1 ,41 0,85 0,90 0,39 0,48 0,28 0,35 0,59 0,58 3,23 4,38 25.25. 3 25.25. 4 25.25. 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 ,t7 1,03 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. 3 30.30. 4 30.30. 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. 4 35.35. 6 35 4 6 5 2,5 2,67 3,87 2,10 3,04 1,00 1,08 2,47 1,41 1,53 2,96 4,14 1 ,18 1,71 1,05 1,04 2,41 3,51 40.40. 4 40.40. 5 40.40. 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. ti 45.45. 7 45 5 a 7 3,5 4,30 5,86 3,38 4,60 1,28 1,36 3,18 1,81 1,92 7,83 10,4 2,43 3,31 1,35 1,33 2,36 3,29 m.50. 5 50.50' 6 50.50. 7 50.50. I 50 5 6 1 I 7 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. 6 55.55' 8 55.55.10 55 6 B 10 B 4 6,31 8,23 10,1 4,95 6,46 7.90 1,56 1,U 1.72 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. 6 60'60. I 60'60.10 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' 7 65.65. I 65. 65.11 65 7 I 11 I 4,5 8,70 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. 7 70.70.I 70.70.11 70 7 I 11 u 4,5 9,40 1'1 ,9 14,3 7,38 9,34 11.2 1,97 2,05 2.13 4,95 )74 2,90 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. 7 75.75.I 75.75.10 75.75.12 75 7 o 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.,4 J* r=
  36. 36. , t . t L tE cm4 it CM ke ln cm4 W, cm3 ,n cm k, Penampang yang dilemahkan Fv m2/m mm d mm E 'nl cm2 E '02 cmt 15.15. 3 15.15. 4 0,24 0,29 0,54 0,53 2,80 3,80 0,06 0,08 0,09 0,1 1 0,27 0,28 11,2 13,8 0,057 20.20. 3 20.20. 4 0,62 0,77 0,74 0,73 2,03 2,73 0,15 0,19 0,18 0,21 0,37 0,36 8,36 11,1 0,a77 25.25.3 25.25. 4 25.25.5 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 10,3 0,097 30.30. 3 30.30. 4 30.30. 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 8,5 1,49 1,93 2,36', 0,116 35.35. 4 35.35. 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 11 2,23 3,21 0.136 40.40. 4 40.40.5 40.40. 6 45.45. 5 45.45. 7 7,09 8,U 9,98 1,52 1,51 1,49 1,U 1,66 2,01 1,86 2,22 2,67 1,18 1,35 1,57 0,78 0,77 0,77 22 11 2,U 3,24 3,92 0,155 12,4 16,4 1,70 1,67 1,49 2,09 3,25 4,39 1,80 2,29 0,97 0,97 5,69 7,82 25 14 3,60 4,88 0,174 ".59'.59' Fr 50.50. 6 50.50. 7 50.50. 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 4,85 5,58 6,98 0,194 55.55. 6 55.551. I 55.55.10 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 9,03 30 17 5,29 6,87 8,40 0,213 60.60. 6 60.60. I 60.60.10 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,U 5,57 1,17 1,16 1,15 5,06 6,74 8,4 35 17 5,89 7,67 9,40 0,233 65.65. 7 65.65. I 65. 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 1,0 0,252 70.70. 7 70.70. I 70.70.11 67,1 83,1 97.6 2,67 2,U 2,61 1,U 1,71 2.10 17,6 22,0 26.O 6,31 7,59 8,il 1,37 1,36 1,35 5,02 6,M 7,87 40 20 8,00 10,1 12,1 0,272 75.75. 7 75.75. I 75.75.10 75.75.12 83,6 93,3 113 130 2,ffi 2,85 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
  37. 37. laniutan: @ia silcu-siku samakaki; panjang biasa 3 - '15 m 7L ukuran-ukuran dalam mm F cn? berat kg/m jarak titikberat-titikberat dalam cm l, = =lv cm4 wr= =wv cm3 =iv cm kr= =kv b d I e w 80. 80.I 80.80.10 BO. 80.12 80.80.14 dr.l B 10 'ta IL 14 10 5 12,3 15, 1 11,9 20,6 9,66 1 1,9 14,1 16, 1 2,26 2,U 2,41 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 3.68 90. 90. I 90. 90.11 90. 90.13 90.90.16. 90 I 11 '13 t6 11 5,5 15,5 18,7 21,8 26,4 12,2 14,7 17 ,1 zu. / 2,U 2,62 2,ffi 2.81 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 )n7 2,U 3,0'r 3,14 1 00.1 00.1 0 100.1 00.12 1 00.1 00.1 4 100.100.20. 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 4,10 4,21 4,V 177 207 235 311 24,1 10 .) 33,5 45,8 3,04 3,02 3,00 2,93 2,09 2,49 2,92 4,20 110.110.'10 1 10.1 10.12 1 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,tB 4,U 4,45 4,9 239 280 319 30,1 35,7 41.0 3,36 3,U 3,32 1,BB 2,25 2,63 120.120.11 120.120.13 120.120.15 120.120.20' 120 11 13 15 20 13 6,5 25,4 29,7 33,9 M,2 19,9 23,3 26,6 u,7 3,36 3,44 3,51 3.70 8,49 4,75 4,86 4,96 5,24 u1 3% M6 562 39,5 46,0 52,5 67.1 3.66 3,M 3,63 3.57 1,89 2,24 2,58 3.46 1 30.1 30.',2 1 30.1 30.1 4 1 3,O 130.16 130 12 14 16 14 l 30,0 u,1 39,3 23,6 27,2 30,9 3,M 3,72 3,80 9,19 5, 15 5,26 5,37 472 g0 605 50,4 58,2 65,8 3,97 3,94 3.92 1,91 2,23 2,55 140.140.13 140.140.15 140.140.17 140 13 1tr 17 15 7,5 35,0 40,0 45.0 27,5 31,4 35,3 3,92 4,@ 4,08 9,90 5,M 5,66 5.77 638 723 805 63,3 72,3 81,2 4,27 4,25 4,23 1,92 2,21 2.51 1 50.1 50.1 4 1 50.1 50.1 6 1 50.1 50.1 I 150 i4 to 1B 16 B 40,3 45,7 51,0 31,6 35,9 40,1 4,21 4,29 4,36 10,6 5.95 6,07 6.17 u5 949 1050 78,2 BB,7 99.3 4,58 4,56 4,U 1,92 2,20 2,48 1 60.1 60.1 5 160.160.17 1 60.1 60.1 I 160 15 17 19 7 8,5 46,1 51,8 57,5 36,2 40,7 45,1 4,49 4,57 4,65 1 1,3 6,35 6,46 6,58 1 100 1230 1 350 95,6 108 118 4,BB 4,86 4,U 1,93 2,20 2,53 1 80.1 80.1 6 1 BO.1 80.1 I 180.180.20 180 16 ,IB 20 1B o 55,4 61,9 68.4 43,5 48,6 53.7 5,02 5,'r0 5.18 12,7 7,11 7,22 7,33 1 680 1 870 2040 130 145 160 5,51 5,49 5.47 1,U 2,06 2.29 200.200.16 200.200.18 200.200.20 200 16 1B 20 1B 9 61,8 69,1 76.4 48,5 54,3 59.9 5,52 5,60 5.68 14,1 7,80 7,92 8.04 2340 2600 2850 162 181 199 6, 15 6,13 6,11 '1,65 1,83 2,05 38
  38. 38. ts E ta t + 'l t JN .7 t t i J: L It cm4 tt cm ke 1,32 1,U 1,99 2,U t, cm4 wn cm3 ,n GM k, Penampanffiii drtemahkan Fv m2/mw mm d mm Fnt^ | Fn, cmz I crir2 80. 80. I 80. 80.10 80. 80.12 80. 80.14 115 139 161 181 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,U 1,53 1,V 5,'t 1 6,35 7,45 B,OB 45 23 10,46 12,8 15,1 17,4 0,3i 1 90. 90.I 90. 90.11 90. 90.13 90. 90.16* 1U 218 250 2%. 3,45 3,41 3,39 3.U 1,31 1,61 1,90 2,37 1,32 1,57 1,4 2,69 47,8 57,1 65,9 79,1 13,3 15,4 17,3 19,9 1,76 1,75 1,74 1,73 5,03 6,12 7,21 8,79 50 23 23 26 26 23 23 26 26 13,4 16,2 18,4 22,2 16,9 19,9 22,6 31.0 0,351 100.100.10 100.100.12 100.100.14 100.100.20* 280 328 372 4BB 3,82 3,80 3,77 3,67 73,3 86,2 98,3 1U 18,4 21,0 23,4 29,5 1,95 1,95 1,94 1,93 5,03 5,98 6,98 9,72 55 0,390 110.110.10 110.110.12 110.110.14 379 444 505 4,23 4,21 4,18 1,19 1,42 1.66 98,6 116 133 22,7 26,1 zb,s 2,16 2,15 2,14 4,56 5,43 6,32 45/70 23 23 26 18,9 22,3 25,4 22,9 26,3 30,0 39,0 16,6 19,6 21,7 0,430 120.120.11 120.120.13 120.120.15 120.120.20* il1 625 705 BB7 4,62 4,59 4,56 4,48 1,20 1,41 1,63 2,21 140 162 186 236 29,5 33,3 37,5 45,0 2,35 2,U 2,U 2,31 4,61 5,45 6,18 8,26 50/80 50/90 23 lo zo 26 20,3 22,9 26,1 33,8 0,469 130.130.12 130.130.14 1 30.130.1 6 750 857 959 5.00 4,97 4,94 1,20 1,41 1,62 194 223 251 37,7 42,4 46,7 2,V 2,53 2,52 4,U 5,40 6,'t5 23 26 26 27,2 31,1 35,1 24,5 27,4 31,0 0,508 140.140.13 140.140.15 140.140.17 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 36,2 0,u7 150.150.14 150.150;16 1 50.1 50.18 1340 1510 1670 5,77 5,74 5,70 1,21 1,39 1.56 u7 391 438 58,3 u,4 71,0 55/110 26 36,7 41,5 46,3 33,0 I 37,4 I o,uuu 41,6 I1 60.1 60.1 5 160.160.17 160.160.19 1750 1 950 2140 6,15 6,13 6,10 1,21 1,39 1.60 453 506 558 71,3 78,3 U,B 3,14 3,13 3,12 4,69 5,30 5.93 60/ 115 26 42,2 47,4 52,6 38,3 43,0 47,6 u,ol5 180.180.16 180.180.18 180.180.20 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 5,63 60/ 1 35 zo l6 51,2 57,2 63,2 47,1 52,5 58,0 0.705 200.200.16 200.200.1a 200.200.20 3740 4150 45/!0 7,78 7,75 7,72 1.03 1,15 1,28 %3 1050 1 160 121 133 144 3,91 3,90 3.Be 4,05 4,55 5,04 60/ 1 50 57,6 65,4 71,2 53,5 59,7 66,0 0,785 39
  39. 39. BAJA SIKU.SIKU TIDAK SAMAKAKI panjangbiasa3: 15 -'F x F F: t- W_ i- --- x 2 penampang rnomen kelambatan momen tahanan jari-jari kelambatan = f L '- V F - "t -lr -il. -tl. ll' j(: :,i: :t'- 4j 4,1 .Ierl :fi[. ftil 5dI sI[ fiT ffi '!!!, - L ukuran-ukuran dalam mm F cm2 berat kgi m larak titikberat-titikberat dalam cm a b d r1 €x €Y w1 v1 v2 20. 30. 3 20. 30. 4 20' 30. 5 20 30 3 4 R 2tr 2 14) 1,85 2,26 1,11 1,45 111 0,99 1,03 1,07 0,50 0,54 0.58 2,04 2,02 2,00 1,51 1,52 1.53 0,86 0,91 notr 1,04 1,03 1,03 0,56 0,58 0.60 20. 40. 3 20. 40. 4 20 40 3 4 3,5 2 1 ,72 2,25 1,35 laa 1,43 1,47 0,44 0.48 2,61 2,57 1,77 1,80 0,19 0,83 1,19 1,18 0,46 0,50 30. 45. 3 n. 45. 4 30. 45. 5 30 45 3 4 5 4,5 2 , 1q 2,87 5,83 1,72 11tr. 2,71 1,43 1,48 1,52 0,70 0,74 0.78 3,09 3,Ol 3.05 2,24 2,26 2,27 1 1') 1,21 1,32 1 ,58 1,58 1,58 0,81 0,83 0.85 30. 60. 5 30. 60. 7 30 60 5 l A 3 4,29 3,53 a 2-7 /RO 2,15 a aA Z,LA 0,68 0,16 3,90 1 0') l.o / 2.12 1,20 1,28 1,71 1,73 0,12 0,tB 40. 50. 3 40. 50' 4 44. 50. 5 40 50 3 4 5 4 2 2,63 3,46 4.21 t,uo 2.,71 3,35 1,48 1,52 1.56 0,99 1,03 1.07 3,50 3,50 3.49 2,85 2,85 2,BB 1,62 1,67 1,73 1,81 1,84 i,84 1,22 1,26 1.27 40. 60. 5 40 60. 6 40. 60. 7 40 60 5 Ct 7 6 3 4,79 5,68 6,sri J, /O 4,46 5,14 1,96 2,00 2,04 0,97 1,01 '1.05 4,08 4,06 4.04 3,01 3,02 3,03 1,68 1,72 1,71 2,09 2,08 2,01 1 ,10 1,12 1 .14 40. 80. 4 40. 80. 6 40. 80. B 40 BO 4 6 B 7 <h 4,69 6,89 9,01 3,68 5,41 7,07 2,76 2,85 2,94 0,80 O,BB 0.95 5,25 ^)1 5.15 J,5I 3,53 3,57 1,48 1,55 1,65 2,44 2,42 ') coL,JO 0,85 0,89 1,04 50' 65. 5 50. 65. 7 50 65. I 50 65 5 7 o 6,5 3,5 5,54 7,6C 9,58 4,35 tr o'7 7,5'2 1 ,99 2,Al 2,15 1,25 1,33 1,41 4,52 4,50 4.48 3,61 3,62 3,63 2,08 )1q laa 2,38 2,37 2,36 1 ,50 1,52 1,57 50.100.6 50.100.8 50.1 00.1 0 50 100 6 B 10 o tq 8,73 11,5 14 1 6,85 8,99 11 .1 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. 5 55. 75. 7 s5. 75.I 55 75 5 7 9 1 3,5 6,30 8,66 10,9 4,95 6,80 8,59 2,31 2,40 a A-7 I,JJ 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 1trq 1,62 1 ,66 40 .* :il "i llrr-d
  40. 40. L tga lx cm4 wx cm3 ix cm "'ao W,.v^ cmJ i, cm k..I I' ",.nt it cm "'1.,0 in cm krt 20. 30. 3 20. 30. 4 20. 30. 5 0,431 0,423 0.412 1,25 1,59 1,90 0,62 0,81 noo 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 o,ll 7,75 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 10,4 12,7 20. 40. 3 20. 40. 4 0,259 0,252 2,79 3,59 1,08 1,42 1,27 t.16 0,41 0,60 0,30 0,39 0,52 0,52 6,31 8,45 2,96 3,19 1,31 1,30 0,30 0,39 0,42 0,42 9.76 12,9 30. 45. 3 30. 45. 4 30. 45. 5 0,441 0,436 0,430 4,48 5,lB 6.99 1,46 1 ,91 2,35 1,43 1,42 1 .41 1,60 2,50 2,47 0,70 0,91 1 .11 0,86 0,85 0,u 3,C0 4,01 5,05 5,17 6,65 8,02 1,54 1,52 1.51 0,91 1,18 144 0,64 0,64 0,64 5,27 6,97 8.65 30. 60. 5 30. 60. 7 0,256 0,248 15,6 20,1 4,04 5,50 1,90 1,BB 2,60 3,41 1 ,12 1,52 o,7B 0,76 7,A5 10,0 16,5 21,8 1,96 1,93 1,69 2,28 0,63 0,62 10,9 15,0 40. 50. 3 40. 50. 4 40. 50. 5 0,632 0,629 0,625 6,58 8,54 10.4 1,87 aA1 3,02 1,58 1,57 1 .56 3,76 4,86 5,89 1,25 1,64 2.01 1,20 1 ,19 1 ,18 1,84 2,46 3, 10 8,46 10,9 13.-? 1,79 1,18 1,76 1,89 2,46 3,02 0,85 0,84 0.84 3,66 4,85 6,04 40. 60. 5 40. 60. 6 40. 60. 7 0,431 0,433 0,429 17,2 20,1 23.0 4,25 5,03 670 1,89 1,BB 1,87 6,11 7,12 8,07 2,02 2,38 214 1 ,13 1,12 1 ,11 3,73 4,52 5,31 19,8 23,1 26.3 2,03 2,02 2.00 3,50 4,12 4,73 0,86 0,85 0,85 6,56 7,83 9.01 40. 80. 4 40. BO. 6 40. BO B 0,265 0,259 n 1R2 3'1 ,1 AAO 57,6 5,93 8,73 1i,1 2,51 2,55 2,53 5,32 7,59 9,68 1,66 2,44 3, 1B 1,07 1,05 1,04 4,63 6,24 8.40 33,0 41,6 60,9 l,o5 2,63 2,60 110 4,90 6.41 0,85 0,84 0,84 6,52 9,70 12 1 50. 65. 5 50. 65. 7 50. 65. I 0,583 0,574 0.567 23,1 31,0 1Aaoo,L 5,1 1 6,99 o 1-7 2,04 2,02 2,00 11,9 15,8 19,4 3, 1B 4,31 5.39 1 ,47 1,44 1,42 2,59 3,66 4.75 28,B 38,4 47.0 2,28 2,25 ))) 6,21 B,3l 10.5 1,06 1,05 1,05 5,89 6,90 8,72 50.100.6 50.100. B 50'1 00.1 c 0,263 0,258 0,252 89,7 116 141 13,8 18,0 ))) 3,20 J, to 3. 16 1tr 2 19,5 23,4 3,86 5,04 6.17 1,32 1,31 1,29 5,00 6,80 8,50 OR' 123 149 3,30 3,28 ')')r, 9,78 12,6 15.5 1,06 1,05 1,04 7,78 10,4 12,8 55. 75. 5 55' 75. 7 55. 75. 9 0,530 0,525 0.518 2trtr 41,9 59,4 6,84 oro 1 1,8 aa- Z,J / 2,35 1,33 to,l 21,8 26.8 3,89 5,32 6,66 1,60 1 ,59 't R1 2,45 3,4J 444 43,1 51,9 71 ,3 2,61 ,tro 2.55 B,68 11,8 14,8 1 ,17 1 ,17 1 ,'16 4,58 6,40 8,09
  41. 41. Lanjutan: baia siku'siku tidak samakaki Panjang biasa 3 : 15 m l: F tr J ..! - L ukuran-ukuran dalam mm F cm2 berat kg/m jarak titikberat-titikberat dalam cm a b d r r1 ex ey W1 v,1 v2 m. 90. 6 m. 90' 8 60.90.10 60 90 6 B 10 7 3,5 8,69 11,4 14.1 6,82 8,96 11.0 2,89 2,97 3,05 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. 6 65 75. I 65.75.10 65 75 6 B 10 o 4 8,1 1 10,6 13.1 6,37 B,U 10.3 2,19 2,28 2,35 1,70 1,78 186 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. 6 6s. 80.I 65. 80.10 65.80.12 65 BO 6 B 10 12 B 4 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. 7 65 100. I 65.1 00.1 1 65 100 7 o 1'r 10 5 11,2 14,2 11,1 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' 6 65.115' 8 65.1 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 7,6f 7.51 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. 8 65.1 30.1 0 65'1 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,U 1.60 75. 90. 7 75' 90. I 75. 90.11 15 90 l 9 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,U 3,35 2,38 2,41 2,45 75.100. 7 75.1OO. I 75.1 00.1 1 75 100 7 I 11 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 75'130'8 75.130.10 75.130.12 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' I 75.1 50.1 1 75.1 50'1 3 75 150 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,W 2,97 3,04 4,46 4,44 4.42 1,72 1,17 1.85 75.170.10 75.170.12 75.150.14 75.170'16 75 170 10 12 1^ 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,M 7,48 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 ---/
  42. 42. 5 frl H:FI ht Fl EI J ;l il"l -t 'l i Ei --1 ;i L -r E rl L : : " i-': :- : 11 i L tga lx cm4 W,, cmr lx cm "'ao wY^ cmJ tY cm kY t, "ri'r+ it cm ln crna tn cm kn 60. 90. 6 60. 90. 8 60.90.10 0,442 0,437 0.431 71,7 92,5 112 11 ,l 15,4 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 8,56 65. 75. 6 65. 75. 8 65.75.10 0,740 0,736 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 7,42 65. 80. 6 65. 80. I 65. 80.10 65. 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,M 8,41 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,B1 65'100. 7 65.100. I 65.1 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,U 9,52 11,4 1,U 1,82 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 8,92 65.115. 6 65.115. 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,4 44,2 53.3 6,71 o, /o 10,8 1,81 1,79 1.77 3,21 4,31 5,45 158 205 249 3,BB 3.85 3.82 21,1 27,4 aaa 1,42 1,41 1,40 5,22 6,99 8,77 65.130. 8 65.1 30.1 0 65.1 30.1 2 0863 0,259 0.255 263 321 376 31,1 38,4 45.5 4,17 4,15' 4,12 44,8 u,2 63,0 o,l I 10,7 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 11,8 75. 90. 7 75. 90. 9 75. 90.11 0,683 0,679 0.675 BB,1 1i0 130 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 ,56 1,55 4,57 5,83 7,07 75.100. 7 75.100.9 75.100.11 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 4,69 troo 7.26 75.130. B 75.1 30.1 0 75.130.12 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,60 9,09 75.150. I 75.150.11 75.1 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,0 75.170.10 75.170.12 75.170.14 75.170.16 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
  43. 43. lanjutan: baja siku-siku tidak samakaki panjang biasa 3 : 15 m L ukuran-ukuran daJam mm F cm2 berat kg/m jarak titikberat-titikberat dalam cm a b d r t1 ex eY w w1 v1 v2 80.120.8 80. 1 20'1 0 4o.120.12 80.120.14 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. I 90.1 1 0'1 1 90.1 1 0.1 3 90 110 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,U 2,88 90. 130.1 O 90. 1 30.1 2 90.130.14 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,ffi 4.58 2,51 2,$ 2,61 90. 1 50.1 0 90.150.12 90 150.14 90 150 10 12 14 12,5 6,5 23,2 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.12 90'250.14 90.250.16 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 1,96 100.150.10 100.15A,12 1 00.1 50.1 4 100 150 10 12 14 '13 6,5 24,2 28,7 33,2 19,0 22,6 26.1 4,80 4,89 4,97 2,U 2,42 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 2,73 2,77 100.200.10 100.200.12 100 200.14 100 200-16 100'200.18 100 200 10 12 14 16 1B 15 7,5 29,2 u,8 40,3 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
  44. 44. i t I t l I I I t-_ L tgo lx cm4 wx cm3 tx cm "'ao wro cm" lY cm k, lt cma i,q cm .ko ir., cm klJ 80.120. I 80'1 20.1 0 80.120.12 80.120.14 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,1 114 130 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 9,03 90.110.I 90.1 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,% 90 130.10 90.1 30.1 2 90 130.14 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 7.91 90.1 50.1 0 90 150.12 90.1 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 i70 19{ 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 8.60 90.250.10 90.250.12 90.250.14 90.250.16 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,U 1,83 1,82 1,82 9,75 11,8 13,8 15,7 1 00.1 50.1 0 100.150.12 1 00.1 50.1 4 0,M2 0,439 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,U 2,82 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 7.26 100.200.10 100.200.12 100.200.14 100.200.16 100.200.18 0,266 0,2u 0,262 0,259 0,256 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
  45. 45. TEGANGAN.TEGANGAN YANG DIIZINKAN MENURUT N 1055 Bahan Macam tegangan Tegangan yang diizinkan untuk pem- bebanan gabungan AdanB C Baja konstruksi Bd. 37 menurut N 702 dan Bd. OO yang memenuhi syarat-syarat percobaan untuk 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 gaya ia la h: Baut-baut-sekerup, baut-baut jangkar dll, kalau jarak a dari tepisampai tengah_tengah baut dalam arah gaya ialah: a :2d putus- geseran i tekanan tumpuan as 8,0 ir 2d, dari Bd. 37 1120 2800 1 2BB 3220 a = 1,5d putus- geseran i tekanan tumpuan 6s 0,Bar 1,6 ar dari Bd. 37 1120 2240 12BB 2576 a:2d tarikan o, putus- geserani tekanan tumpuanas 0,7 at 0,6a. 1,sat dari Bd. 37 980 u0 21C0 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- lilr ffir- lillll-- rlilfllll ih 1ilffiil h $ fr rllfi iI ,I
  46. 46. ,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
  47. 47. 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 110 120 130 140 150 160 170 180 190 200 0 10 20 30 40 50 60 70 80 90 100 210 220 230 240 259 1,00 1,00 1,00 1,07 1,1 5 1,24 1,34 137 1,62 1,90 2,04 2,34 2,78 3,26 3,78 4,34 4,94 5,58 6,25 6,96 7,72 8,51 9,34 10,21 11,11 12,06 1,00 1,00 1,01 1,08 1,16 1,25 1,35 1,48 1,64 1,82 2,47 2,38 2,83 3,31 3,84 4,40 5,00 5,65 6,32 7,04 7,80 8,59 9,42 10,30 11,21 1,00 1,00 1,01 1,09 1,17 1,26 1,36 '1,50 1,66 1,94 2,10 2,42 2,98 3,36 3,89 4,46 5,06 5,71 6,39 7 ,11 7,88 8,67 9,51 10,38 ,rjo 1,00 1,00 1,O2 1,09 1,17 1,27 1,38 1,51 1,67 1,87 2,12 2,47 2,92 3,42 3,95 4,52 5,13 5,78 6,47 7,19 7,95 8,75 9,59 10,47 I 1,39 1,39 1,53 ,1,69 1,gg 2,15 2,51 2,97 3,47 4,00 4,59 5,19 5,84 6,54 7,26 8,03 8,84 9,68 10,56 11:s 1,00 1,00 1,02 1,10 1,18 1.28 1,00 1,00 1,03 1,11 1,19 1,29 1,40 1,54 1,71 1,91 2,18 2,55 3,02 3,52 4,06 4,66 5,25 5,91 6,61 7,34 8,11 g,g2 9,77 10,66 1 1,58 1,00 1,00 1,04 1,12 1,20 1,30 1,41 1,56 1,73 1,94 2,21 2,60 3,07 3,57 4,12 4,70 5,32 5,98 6,68 7,42 8,19 9,00 9,86 10,75 ,r:* 1,@ 1,00 1,05 1,13 1,21 1,31 1,43 1,57 1,75 1,96 2,24 2,64 3,12 3,62 4,17 4,76 5,38 6,05 6,75 7,49 8,27 9,09 9,94 10,94 11!7 1,00 1,00 1,05 1,13 1,22 1,32 1,44 1,59 1,76 1,gg 2,29 2,69 3,16 3,68 4,23 4,92 5,45 6,11 6,82 7,57 8,35 9,17 10,G| 10,93 11:7 1,00 1,00 1,06 1,14 1,23 1,33 1,46 1,60 1,78 2,O1 2,31 2,73 3,21 3,73 4,29 4,gg 5,51 6,18 6,gg 7,Q4 8,43 9,25 10,12 11,O2 , rju I
  48. 48. 1. RUMUS.RUMUS UNTUK MENENTUKAN/ MENGHITUNG PENAMPANG BATANG-BATANG BAJA YANG DITEKAN Untuk 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 + 2Lfl od Fpend.:: +g,2L2k a6 Fpend.=!+l,6sLl o6 Fpend.=:+l,1Ll o6 B. Untuk kolom_kolom majemuk {ll; I L t l} Oi mana l, ) 1 ,1 l,: Fpend.: : o,65Ll od 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
  49. 49. SECTION PROPERTIES LIGHT LIP CHANNELS SIZE SECTION AREA WEIGHTSIZE L 200x75x20x3.2 ( I50x75X20x4.5 r50x65x 20x3.2 t50x50x20x4.5 l50x 50x ?0x3.? t50x50x20x2.3 125x50x20x4.5 t25x50x ?0x4.0 t25x50x 20x3.2 f 25x50x 20x2.3 toox50x20x4.5 t00x50x20x4.0 r00x50x20x3.2 r00x50x 20x2.6 r00x50x 20x2,3 t00x50x20x t.6 75x45x t5x2.3 75x45x l5x 1.6 60x30x t0x2.3 60x30x 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.5il 2.534 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. il9 3.03 | 4. 993 4. 509 3.696 3,057 2.72E r.935 2. t84 I .559 r.512 r.095 1 i 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-
  50. 50. 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.t7t r.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.t6 r.E6 0.732 0.732 0.732 0.732 0.732 0.736 20.6 30. 9 28.7 21.5 2,,0 r9.0 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.9 27.7 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.E 8.7t 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
  51. 51. LIGHT CHANNEL SIZE SECTION AREA WEIGHT lb/lr SIZE 350x50x50x4.5 350x50x50x4.0 300x50x50x4..5 300x50x50x4.0 250x50x50x4.5 250x50x50x4.0 200x50x50x4.5 200x50x50x4.0 200x50x50x3.2 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.8t il .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,47 9.263 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.8 r0.6 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

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