tabel profil konstruksi baja
DESCRIPTION
tabel bajaTRANSCRIPT
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@ KMKO Sipil Unhaskmkosipil.blogspot.com
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Tabel Profil Konstruksi Baja028050O Kanisius 1988
PENERBIT KANtstUS (Anggota tKApt)Jl. Cempaka 9, Deresan, yogyakarta 552g1Telepon (0274) 88783, Tereks 2s249, Fax (0274) 63349Kotak Pos 1 12SNk, yogyakarta 55011
Cetakan pertama 1988Cetakan kedua 1g8gCetakan ketiga 1gg0Cetakan keempat l ggoCetakan kelima 1991Cetakan keenam 1gg2Cetakan ketujuh 1gg3
tsBN 979-413-158-X
Hak Clpta dllindungi Undang-undang.Dilarang memperbanyak karya turis ini daram bentuk dan deng-an cara apa pun, termasuk fotokopi,tanpa izin tertulis dari penerbit.
Dicalak oleh percslakan Kanisius yogyakarta
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KATA PENGANTAR
Dengan kemajuan teknologi pada dekade 1970 - 1980, ada bebe-rapa profil baja yang ternyata tidak efisien lagi, dan tidak digunakanlagi. Profil lama itu mencakup profil lnormal dan Profil lDlE/DlL/DlN, dan sebagai gantinya telah diproduksi profil baja yang ekonomisyaitu bentuk l- WF (Wide Flange) dan "Structural Tees". Karena itukami berusaha menyusun "Tabel Profil Konstruksi Baja" yang men-cantumkan profil baru tersebut. Selain itu juga kami lengkapi dengan"Engineering Conversion Factors" dan beberapa tabel lain. Kamiharap buku ini dapat berguna bagi para teknisi bangunan dan maha-siswa teknik, baik sipil maupun arsitektur.
Buku ini kami susun berdasarkan buku Steel Design Manual,American lnstitute of Steel Counstruction {AISC), New York, 1983dan Japan Steel Design Handbook, Tokyo, 1981, serta tabel-tabel dandiktat-diktat kuliah pada Fakultas Teknik Sipil, Universitas GadjahMada, antara 1973 - 1980.
Akhirnya kami ucapkan terima kasih kepada semua pihak yangtelah membantu penerbitan buku, khususnya Bapak lr. Morisco (Uni-versitas Gadjah Mada) dan lr. Th. A. Adisoebagio (Universitas Tri-sakti), yang telah memberikan banyak petunjuk dan saran. Semulabuku ini kami terbitkan sendiri di bawah nama Penerbitan Yayasan Sa-rana Cipta.
Yogyakarta, Desember 1 987
Penyusun
3
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DAFTAR ISI
Kata Pengant arDaftar lsi
Wide Flange Shapes (lnch.series)Light Beams and Joists (lnch Series)H Bearing Piles (lnch Series)Wide Flange Shapes (Metric Series)Structural Tees (lnch Series)Structural Tees (Metric Series)
35
616182024293233343640M47I4S)5052il565657606668
Profil KanalProfil SikuBaja KanalBaja siku-siku samakakiBaja siku-siku tidak samakakiTegangan-tegangan yang diizinkan menurut N 105bGaya-pikul (kekuatan menahan) paku-paku kelingDaftar Koefisien Tekuk rr.r untuk Baja Fe 360R u mus-rumus untuk menentukan/ menghitu ng
penampang batang-batang baja yang ditekan :[-ight Lip Channelsrtight Channelf-{ollow Structural Tubings (mm Size)Lip Channels in back to back arrangement-ip Channels in front to front arrangementElastic Design Euler Stress Values F'e f or Compression MembersD astic Design Selection TablesEngineering Conversion FactorsI 'cular Hollow Sections
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Sizes and Section Properties
Wide Flange Shapes(lnch Serbs)
1
:
I
I
I
a
J
I
Ia
c
4
2
Sectionlndex
Wdght Deoth ofSriction(A)Flanoewidlh(B)
WebThickness
(t, )Flanoe
Thickfiess' (tr)
CornerRadius
SectionalArea
lbs/ft kglm tn mm 1n mm rn mm tn mm rn mm in2 cmz
36'WF36 x16-1/2
300280260245230
446.4416.7386.9364.6342.3
36.7236.5036.2436.0635.88
933927920916911
16.65516.59516 5551 6.51 216.475
423422421419418
0 9450.8850.8450.8020.765
1.6801.5701.4401.350r.260
42.6739.8836.5634.2932.OO
1.O21.O2
1.O2
1.O21.O2
25.925.9 .25.925.925.9
88.1 782.3276.s672.O367.73
568.8531 .1493.9467.7437.O
36" WF36x12
194182170160150135
288 7270.8253.0238.1223.2200.9
36.4836.3236.1 636.0O35.8435.5s
927923918914910903
12.1 1712.O7212.O2112.OOO11 .9721',I.945
308307305305304303
o.770o.725o.680o.653o 6250.598
19.5618.4217.2716.5915.881 5.19
'r.260
1 .1801.1001.0200.940o.794
32.0029.9727.9425.9123 8820.17
0.800.800.800.800.800.80
20.320.320.320.320320.3
57.1 153.5449.9847.O94.1639.70
368.5345.4322.5303.8284.9256.1
33"WF33x15-3/4
240220200
357.2327.4297.6
33.5033.2533.OO
851845838
15.8651 5.810'r5.750
403402400
0.830o.7750.7i5
21 0819.6918.16
1.4001.2751.150
35.5632.3929.21
0.960.960.96
24.424.424.4
70.5264.7358.79
455.0417.6379.3
33' WF33x11-1/2
152141130118
226.2209.8193.5175.6
33.5033.3133.1 032.86
851846841835
1 1.5651 1.5351 1.51011 .484
294293292292
0.6350.60s0.580
a
0.554
16.1315.37'14.73
14.O7
1.0550.9600.8s5o.738
26.8024.3821.7218.74
0.750.750.75o.75
19.O19.O19.O19.0
4l.7141.5138.2634.71
288.5267.8246.8223.9
30'wF30x15
21019Q172
312.52828256.0
30.3830.r229.88
772765759
1 5.1 0515.04014.985
384382381
o.7750.7100.65s
19.6918.0316.64
1.315't
.1 851.065
33.4030.ro27.O5
o.91o.9ro.91
23.123.123.1
61.7855.9050.65
398.6360.6326.8
30'wF*x1O-1/2
13212411610899
196.4184.5172.4r60.7147.3
30.3030.1630.0029.8229.U
770
-766762757753
10.55110.52110.50010.48410.458
268267267266266
0.6150.s85o.5640.548o.522
15.6214.8614.3313.9213.26
1.0000.930o.8so0.7600.670
25.N23.6221.5919.3017.O2
o.70o.70o.70o.700.70
17.817.817.817.8r 7.8
38.8336.4534.r331.7729.11
250.5235.2220.2205.0187.8
27'WF27 x14
177160145
263.4238.1215.8
27.312t.o826.88
694688683
14.09014.02313.965
358356355
o.725o.6580.600
18.4216.7115.24
1.1901.O75o.975
30.2327.3124.77
o.86o.86o.86
21.821.821.8
52.1047.O442.68
336.1303.5275.4
27' WF27 x10
11410291u
t169.7151.8139.9125.O
27.2827.O726.9126.69
693688684678
10.07010.0189.9909.963
256254zil253
o.570o.518o.490o.403
14.4813.1612.451 1.76
0.932o.827o.747o.636
23.672r.0118.9716.15
o.640.64o.64o.64
r6.216.218.2r6.2
33.5330.o127.6524.71
218.3193.6178.4159.4
6
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Moment of lnertia Radius of Gyration Modulus of SectionSectionlndex
Jx Jv x tY Zx Zyin. cml in. cml 1n cm tn cm inr cm3 in3 cm3
20,290.218,819.317,233.816,092.214,988.4
844,600783,rtOO717,NO669,900623,900
1,225.21,127.51.020.6
9M.7870.9
46,73046,32045,88045,56045,250
15.171 5.1215.0014.9514.88
38.s338.4038.1 037.9737.80
3.733.703.653.623.59
9.479.409.279.199.12
1, I 05.11,031.2
951 .1892.5835.5
r 8,1 12.616,901.415,588.514.628.113.693.8
147 .1
135.9123.3''t14.4105.7
2,410.92,227.42,O20.91,875.01,732.4
36'WF36x1p-1/2
12,103.41 1,281.510,470.09,738.89,012.17,796.1
503,800469,600435,800405,400375,200324,500
355.4327.7300.6275.4250.4207.1
14,790'r3,640
1 2,5101 1,46010,4208,621
14.56145214.4714.3814 2914 01
36.9836.8836.7536.s236.3035 58
2.492.472.452.422.382.28
6.326.276.226.156.045.79
663.6621.2579.1541.0502.9438.6
10,876,410,181.59.491.48,867.O8,242.57,188.6
58.754.350.o45.941.834.7
962.1890.O819.5752.3685.1568.7
36' WF36x12
' 3.585.1'2.312.1' 1.048.2
565,500512,500459,900
874.3782.4691.7
36,40032,57028.190
13.8813.7913 71
35.2635.0334.82
3.523.483.43
8.948.848.71
811.1740.6669.6
13,293.912,138.410,974.7
1',to.2
99.087.8
1.806.21,622.61,439.0
33" WF33x15-3/4
3 147.67 M2.25,699 05 886.9
) 872.43 82s.9: 891 .5
s39,200309,800278.900245.100
256.1229.7201.4170.3
10,6609.5628,3847,089
13.5013.3913.2313.02
34.2934.O133.6033.O7
2.392.352.292.22
6.075.975.825.64
486.4446.84048358.3
7,972.17,323.O6,634.75,872.5
44.339.835.029.7
726.1652.3573.7486.8
33" WF33 x11-1/2
410,100367.400328.500
701 I624.6550 1
29,47026,OOO
22,900
12 6412.5712 48
32.1 031 .933i.70
3.383.343.30
8.588.488.38
649.9586.1528 2
10,651 .99,606.28,657.2
93.783.173.4
1,535.71,362.O1,203,0
30" wF30 x'15
5 753.13 347.14 919.1I 461.O3 988.6
239,500222,6002@,800185,700166,000
185.O169.7153.21 35.11 16.9
7,7017,0646,3775,6244,866
12.1712.1112.OO
1 1.851 1.70
30.9130,7630.4830.1029.72
2.182.162.122.062.OO
5.545.495.385.235.08
379.7354.6327.9299.2269.1
6,223.35,81 1.95,374.34,903.94,410.5
35.132.329.225.822.4
575.3529.4478.6422.9367.1
30'WF30 x 1G1/2
:-?qA:- t1t)I- aJ
280,1 002s0,500225,400
518.9458.O406.9
21.60019,06016.940
1 1.361 1.3111 .26
28.8528.7328.60
3.163.123.09
8.037.927.85
492.8444.5402.9
8,077.O7,285.46,603.5
73.765.358.3
1,207.91,O70.3
955.5
27" WF27 x14
40805 i 169,9003 604 1 150,000325671 rgO,OOO:::33 117,600
149.6129.51 1 5.',I
95.7
6,2285,3914,7913,984
1 1.O3
10.9610.8710.69
28.O227.8327.6127.15
2.112.O82.O41.97
5.365.285.18s.oo
299.2266.3242.8211.7
4,903.94,364.73,979.53,469.8
29.725.923.O19.2
486.8424.5377.O314.7
27'WF27 x10
-
IWide Flange Shapes(lnch Soriosl- Contirrred
Sectionlndex
Wdght Deoth ofSection(A)Flanoewidih(B)
WebThickness
(t, )Flanoe
Thicknless(t, CornerRadius SectioneArealbs/ft kg,/m ln mm tn mm tn mm tn mm in mm in2 cFF
24 WF24x14
160r45r30
238.1215.8r 93.5
24.7224.4924.25
628622616
14.09114.04314.OOO
3s8357356
0.6s60.6080.565
16.6615.4414.35
1 .1351.0200.900
28.8325.9122.86
o.700.700.70
17.817.8178
47.O442.6238.21
303 :27a:245 1
24'WF24x12
120t10r@
178.6163.7148.8
24.3124j624.@
617614610
12.08812.U212.OO0
&730630s
o.556o.5100.468
14.1212.951 1.89
o.930o.855o.775
23.6221.7219.69
o.70o.700.70
17.817.817.8
35.2932.3629.4ir
227'208 E189 S
24'WF24 x9
94847668
139.9125.O113.1
101.2
617612607602
9.0619.0158.9858.961
230229228228
o.516o.470o.400.416
13.11
1 1.941 1.1810.57
o.872o.772o.682o.582
22.1519.61
17.3214.78
0.540.540.54o.54
r3.813.813.813.8
27.6324.7122.3720.00
r 78.3
159 .
144.3
r 29.C
21'WF21 x13
1421271'.t2
2'-t 1.3
189.O166.7
z'-t.4621.2421.0O
545539533
13.13213.06113.OOO
334332330
0.659o.588o.527
16.7414.94r 3.39
1.O95o.985o.86s
27.8125.O221.97
0.650.65o.65
r 6.516.516.5
41.7637.y32.93
269 42&
-c
212 a
21',WF21 x9
9682
142.9122.O
21.1420.86
537s30
9.0388.962
230228
0.5750.499
14.61
12.67o.935o.795
23.7520.1 I
o.65o.6s
'r6.5
16.528.2124.10
182.C
155.5
21' Vtr21x*1/4
73688255
108.6101.292.278r.85
21.2421 .1320.9920.80
539537533528
8.2958.2708.2n8.215
z'.t 1
210209209
o.455o.430o.4000.375
r 1.56ro.9210.169.52
o.7Qo.6850.615o.522
18.m17.q15.6213.26
Q.54o.540.54o.54
13.713.713.713.7
21.4620.o218.23r 6.18
138.5
r 29.2
117.6104.4
18'WF18x11-3/4
11410596
169.7156.3142.9
18.4818.3218.16
469465461
11.83311 .7921 1.750
301
300298
0.59so.554o.512
15.1 1
14.O713.OO
o.991o.9110.831
25.1723.1421 .11
o.60o.60o.60
15.215.215.2
33.5130.8628.22
216.21 99.11 82.1
18', WF18x8-3/4
8577
70u
r8.3218.1618.0017.87
465461457454
8.8388.7878.7508.715
224223222221
o.5260.4750.438o.rrc3
13.3612.O71 1.1310.24
o.911o.831o.751o.686
23.1421.OO19.O817.42
o.60o.600.60o.60
15.215.215.215.2
24.9722.6320.56r8.s
101.1
146.0132.6121.3
18' WF18x7-1/2
60555045
89.2981.8574.4166.97
19.25r8.1218.0017.86
4U4604574il
7.5587.5327.5007.477
192191
191
190
0.416o.390o.358o.335
10.579.919.098.51
o.6950.630o.5700.499
17.6516.0014.4812.67
o.43o.430.430.43
10.9ro.910.9ro.9
17.84r0.r914.7113.24
r r3.8to4.594.985.4
8
r-
-
LI-{
a
r'
3550E5
1.7
t8)-9
t3)-ai-3
o
195
0
5
tID
l
)
Mornent of lnertia Radius of Gyration Modulus of SectionJv ix ty Sectionlhdexin. cml
Zx Zyin! cm3
tn cml tn cm tn cm in, cm35,1r0.34,561.O4,O09.5
492.6434.3375.2
20,51018,08015,620
10.4210.3410.24
26.4726.2626.O1
3.233.193.13
8.208.107.95
6.816.766.68
413.5372.5330.7
6,777.36,105.35,420.2
69.961 .8
53.6
1,145.71,012.9
878.5
24"WF24x14
3,635.33.3r5.O2.987.3
151,300138,OOO
124,m
254.O229.1203.5
ro.5709,5378,471
10.1510.1210.o8
25.7825.7025.60
2.682.662.63
299.r274.4248.9
220.9r96.3175.41 53.1
4,90.2.24,497.44,O79.5
42.O38.O33.9
688.4622.85s5.6
24'. WF24x12
2,683.O2,364.32,096.4r,814.5
111,70098,42087,27075.530
102.288.376.563.8
4,2543,6763,1842,656
9.859.789.689.53
25.O224.8424.5924.2.1
1.921.891.851.79
4.884.804.704.55
3,620.63.217.42,874.82,590.3
22.619.617.O
14.2
370.4321.2278.6232.7
24'. wF24x9
3.403.13,O17.22.620.6
2.088.91.752.4
141,700125,600109.100
385.9338.6289.7
16,06014,10012.060
9.038.998.92
22.9422.8322.66
3.043.O1
2.96
7.727.647.52
317.2284.1249.6
5,1 98.94,656.44.O90.9
3.238.72.753.5
58.851 .844.6
963.7849.0731.O
21".,1
WFx13
86,96072,950
109.389.6
4,5503,730
8.608.53
21.842'.1.67
1.97't.93
5.OO
4.90197.6168.O
24.220.o
396.6327.8
21" WF21 xg
1.600.3't,478.3
1,326.81,1&.7
66,6206t,5@55,23047.490
66.260.453.1
4.O
2,7562,5142,2101,832
8.648.598.538.&
21.9421.8221.6721.34
1.761.741.71
1.65
4.474.424.344.19
r 50.7139.9126.4109.7
2.470.O2,293.O2,O71.71,798.O
3,607.43,314.03,O22.3
16.014.612.910.7
262.2239.3211.4175.4
21' WF21x8-1/4
2.033.8!.852.51,674.7
1.429.91,286.81.153.91,O45.8
84,66077,12069,710
255.6231.O206.8
10,6409,6168,609
7.797.757.70
19.7919.6819.56
2.762.732.71
7.O1
6.936.88
220.1202.2184.4
43.239.235.2
708.0642.5576.9
18" WF18 x 11-3/4
59,52053.57048,O3043,530
99.488.678.570.3
4,1383,6883,2682,926
7.577.547.497.46
19.2319.15r9.o218.95
5.085.034.954.90
1 56.1
141.7128.21 l7.O
2,558.s2,322.52,101.21,917.6
22.520.217.9l6.r
368.8331.1293.4263.9
18'WF18 x8-3/4
40.96037,UO33.33029,330
47.142.O37.231.9
1,961
1,781,54t!1,328
7.477.417.387.30
18.9718.8218.7418.54
1.631.6rI.591.55
4.'.14
4.O94.U3.94
107.898.289.078.9
1,766.8r,609.51,458.71,293.2
12.511.1
9.98.s
2U.9181.9162.3139.3
18'WF18x7-1/2
I
-
Wide Flange Shapesllnch Serieo)-Continued
Sectionlndex
WeightDeoth ofSriction(A)
Flanoewidth(B)
WebThickness(t,i
FlanoeThickfress
( tz)CornerRadius
SectionalArea
lbs/ft kglm tn mm 1n mrTt ln mm tn mm ln mm in2 cmr16'WF16x11-1/2
9688
142.9131.O
16.3216.16
415410
1 1.5331 1.502
293292
o.535o.5@
13.5912.80
o.875o.795
22.2320.1 I
0.60o.60
15.215.2
28.22.25.87
1 82.1167.0
16'WF16xB-1/2
7871
6458
116.1105.795.2486.31
16.3216.1616.0015.86
415410406403
8.5868.5438.5008.464
2'.\.8
217216215
o.529o.486o.443o.N7
13.M12.3411.2510.34
0.875o.7950.715o.645
22.2320.1918.1616.38
0.600.60o.600.60
15.215.215.215.2
2},0220.8618.80't7.o4
147.9134.6121.3109.9
16'wF16 x7
5045N36
74.4166.9759.5353.57
16.2516.1216.0015.85
413/tOg/tOo403
180179178178
0.3800.3460.3070.299
9.658.797.807.59
o.628o.563o.503o.428
15.9514.3012.7810.87
0.43o.430.43o.43
10.910.910.910.9
14.7013.2411.7710.59
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655.4583.3515.5446.3
27,28024,28021,46018,580
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16.9716,8616.8116.48
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Sectionlndex
WeightDeoth ofSection(A)
Flanoewidih(B)
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(t, )Flanoe
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SectirarArelbs/ft kg/m ln mm in mm tn Jnm tn mm tn mm in2 cn'
14"WF14x12
8478
125.01 16.'l
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360357
12 02312000
305305
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lndexJx Jy x tY Zx Zy
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928.4851.2
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lbs/ft kg/m tn mm tn mm tn mm tn mm tn mm inz
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718.7625.0542.4457.2420.7382.53/.3.7305.7272.9
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8s.272.155.7
10' WF10 x5-3/4
271.8227.3183.7146.3126.5109.7
11,3109,4627,il76,O905,2664,567
88.674.960.949.O42.537.0
3,6883,1 182,5352,W1,7691,540
3.7'.!
3.653.613.533.503.47
9.429.279.178.978.898.81
2.122.102.O82_U2.O32.O1
5.385.33s.285.185.165.10
60.452.O43.235.53.1.1
27.4
990.O852.3708.O581.8509.7449.1
21.418.215.O12.1
10.69.2
350.7298.3245.8198.3173.7150.8 .
8'WF8x8
97.882.5
4,O713,4U
21.618.2
899.2757.6
3.453.42
8.768.69
't.621.61
4.114.09
24.320.8
398.3340.9
6.65.6
108.291.8
8.WF8x6-'.t/2
69.256.4
2,8812,W
8.506.72
353.8279.7
3.433.36
8.718.s3
1.201.16
3.O52.95
17.014.1
278.6231.'.|
3.22.6
52.442.6
8'WF8 x5-1/4
53.541.730.3
2,2271,7361,261
'17.1
13.39.69
71 1.8
553.64o,3.4
2.692.662.s6
6.836.766.50
1.521.501.45
3.863.813.68
r6.813.410.1
275.4219.6165.5
5.64.43.2
91.872.1
52.4
6,WF6x6
25.421.3
1,O57886.7
8.897.51
370.O312.6
2.162.13
5.495.41
1.281.26
3.253.20
9.948.53
162.9139.8
3.543.00
58.049.2
5'WF5x5
r 1.3 470.3 3.76 t 56.5 1.72 4.37 o.99 2.51 5.45 89.3 1.9 31.1 4' WF4x4
15
-
Light Beams and Joists(lnch Seriel
Sectionlndex
WeightDeoth ofSection(A)
Flanoewidih(B)
WebThickness
(t, )Flanoe
Thickfress( t,)
CornerRadius
SectionaArea
lbs/ft kg/m tn mm tn mm tn mm tn mm tn mm in2
L 16 x5-1/2 3126
46.1338.69
15.841s.65
402398
5.5255.s00
1N140
o.275o.250
6.996.35
o.42o.345
1 1.238.76
o.430.43
10.910.9
9.127.65
5:49,t
L 14X5 2622
38.6932.74
13.8913.72
353348
5.O255.000
128127
0.2550.230
6.485.84
o.4180.335
10.628.51
0.43o.43
10.910.9
7.656.47
4914'-
L 14x4 17.2 25.60 14.00 356 4 000 102 0 210 533 o 272 691 043 109 505 .).:
L 12x4221916.5
32.7428.2824.55
12.3112.1612.00
31330930s
4.0304.O104.OOO
102102102
o.260o.2No.230
6.606.105.84
o.424o.349o.269
10.778.866.83
o.30o.30o.30
7.627.627.62
6.475.624.86
41 -
JOr31 r
J 12x4 14 20.83 11.91 303 3.970 101 o.200 5.08 o.224 5.69 0.30 7.62 4.14 26'
i L r0x4I
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1917
15
28.2825.3022.32
'to.2510.1210.00
260257254
4.O204.O104.OOO
142't02102
0.250o.2400.230
6.356.105.84
o.394o.329o.269
10.018.366.83
o.30o.30o.30
7.627.627.62
5.614.984.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 1513
22.3219.35
8.128.00
206203
4.0154.000
1o2102
o.245o.230
6.22s.84
o.314o.254
7.986.45
0.30o.30
7.627.62
4.433.83
28i24-
J 8x4 10 14.88 7.90 201 3.940 100 o.170 4.32 o.2u 5.18 o.30 7.62 2.95 19:
L 6X4 1612
23.81r 7.86
6.256.OO
159152
4.0304.OOO
10210.2
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6.605.84
o.404o.279
10.267.O9
o.25o.25
6.356.35
4.723.53
30:22.E
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J;
:-2 5:]8 l
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'=57"30 1':53
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30395
308
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16
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firrrr',flll,-EE
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Iti 4L
t"-s.:
]8,:
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t,f,
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I;5=[
Moment of lnertia Radius of Gyration Modulus of SectionSection
lndexJx Jy ix tY Zx Zy
cml inl cm' tn cm ln cm in3 cm3 in3 cm3
:., tr
r38 115,50012,410
1 1.578.71
481.5362.5
6.396.24
16.2315.85
1.131.47
2.872.72
47.O38.1
770.3624.5
4.193.17
68.6751.96 L 16 x5-1/2
:32 6'37 4
10,1008,212
8.266.40
343.8266.4
5.635.52
14.3014.O2
1.04o.99
2.642.51
34.928.8
572.O472.O
3.292.56
53.9241.96 L 14x5
:-3 I 6,131iI
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
4.553.672.79
189.4152.81 16.1
4.914.814.65
12.4712.2211.81
0.84o.81o.76'
2.132.061.93
2s.321.417.5
414.7350.7286.8
2.261.831.39
37.M29.9922.78
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 4,0053' 8 3,405:8 8 ', 2,864
4.193.452.79
174.4143.6116.1
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ro.5210.2910.o3
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2.182.112.O3
18.816.213.8
308.126s.5226.2'
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34.0928.1 I22.78
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! c 1,99439 5 1,6M
3.302.62
137.4109.1
3.293.21
8.368.15
0.860.83
2.'.|82.11
1 1.89.88
193.4161.9
1.651.31
27.U21.47 L 8X4
1.99 82.82 3.23 8.20 o.82 2.08 7.79 127.7 1.O1 16.55 J 8X4
1320903.3
4.322.89
179.8120.3
2.592.4
6.586.30
o.960.90
2.42.29
10.17.24
165.5t 18.7
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35.0723.60 L 6X4
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17
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H Bearing Piles(lnch Series)
Sectionlndex
Weight Deoth ofSection(A)Flanoewidih(B)
WebThickness(t,)
FlanoeThickiess
( tz)CornerRadius
SectionaArea
lbs/ft kg/m tn mm tn mm tn mm tn mm rn mm inz
14x14-1/2
1171028973
174.1
151.8132.4108.6
14.23414.03213.85613.636
362356352346
14.8854.7a414.69614.586
378376373370
o.805o.704o.6160.506
20.4517.8815.6512.85
0.805o.7u0.6160.506
20.4517.8815.6512.85
o.600.60o.60o.60
15.215.215.215.2
34.430.o126.1921.46
Z/.c -
r93:169 :13 :
12x12 7453
r lo.l78.87
12.12211.780
308299
12.21712.046
310306
o.607o.436
15.421 1.O7
o.6070.436
15.4211.O7
o.600.60
15.215.2
21.7615.58
14{.rItri
10x10 5742
84.8362.sO
10.o129.720
254247
10.22410.078
2@256
0.564o.418
14.3310.62
o.564o.418
14.3310.62
o.50o.50
12.712.7
16.7612.35
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,
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566.!394.t
294."
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