Wide Flange Shapes (Inch Series)- Continued 16
13
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Rudy @unowon Dcngon peftunluk fitr. N4OruseO rubel Prdrl
JA @
Tabel Profil Konstruksi Baja 028050 O Kanisius 1988 Jl. PENERBIT Cempaka KANtstUS 9, Deresan,
(Anggota yogyakarta tKApt) Telepon Kotak Pos (0274) 1 12SNk,
88783, yogyakarta Tereks 552g1 2s249, Fax (0274) 63349 55011 Cetakan pertama 1988 Cetakan kedua 1g8g Cetakan ketiga 1gg0 Cetakan k eempat l ggo Cetakan kelima 1991 Cetakan keenam 1gg2 Cetakan ketujuh 1gg3
tsBN 979-413-158-X Hak Clpta dllindungi Undang-undang. tanpa Dilarang izin memperbanyak tertulis dari penerbit. karya turis ini daram bentuk dan deng-an cara apa pun, termasuk fotokopi, Dicalak oleh percslakan Kanisius yogyakarta
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/ yaitu DlN, dan bentuk sebagai l-
WF gantinya (Wide telah diproduksi profil baja yang ekonomis 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 Sarana Cipta. Yogyakarta, Desember 1
987 Penyusun 3
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) 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 Ru
mus-rumus untuk menentukan/ menghitu ng penampang batang-batang baja yang ditekan :
rtight [-ight Channel Lip Channels
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 I
Conversion Factors 'cular Hollow Sections .
35
6 16 18 20 24 29 32 33 34 36 40 M 47 I 4S) 50 52 il 56 56 57 60 66 68
Sizes and Section Properties
Wide Flange Shapes (lnch Serbs) Wdght Deoth Sriction (A) of Flanoe widlh (B) lbs/ft kglm tn mm 1n Thickness Web (t, ) Section lndex Thickfiess ' Flanoe (tr) 1 : I I I a J I I a € €
c 4 2 Corner Radius Sectional Area 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 16.655 423 16.595 422 16 555 421 1 419 418 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 25.9 1.O2 25.9 . 1.O2 25.9 1.O2 25.9 1.O2 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 6.51 2 16.475
194 288 7 182 270.8 170 253.0 160 238.1 150 223.2 135 200.9 36.48 'r.260 36.32 1 36.1 6 36.0O 35.84 35.5s 927 12.1 17 308 o.770 923 12.O72 307 o.725 918 12.O21 305 o.680 914 12.OOO 305 o.653 910 11 .972 304 o 625 903 1',I.945 303 0.598 19.56 18.42 17.27 16.59 15.88 1 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 .180 1.100 1.020 0.940 5.19 o.794 240 220 200 357.2 33.50 327.4 33.25 297.6 33.OO 851 15.865 403 845 1 402 838 400 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 24.4 455.0 417.6 379.3 33' WF 33x11-1/2 70.52 5.810 'r5.750 64.73 58.79 152 141 130 118 226.2 33.50 209.8 33.31 193.5 33.1 0 175.6
32.86 851 1.565 294 846 1 293 841 292 835 292 0.635 0.60s 0.580 0.554 a 16.13 1.055 26.80 0.75 4l.71 15.37 0.960 24.38 0.75 41.51 '14.73 0.8s5 21.72 0.75 38.26 14.O7 o.738 18.74 o.75 34.71 288.5 267.8 246.8 223.9 30'wF 30x15 1 19.O 1.535 19.O 1 1.510 19.O 11 .484 19.0 210
19Q 172 312.5 30.38 2828 30.r2 256.0 29.88 772 765 759 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 33.40 30.ro 27.O5 o.91 o.9r o.91 61.78 55.90 50.65 398.6 360.6 326.8 30'wF *x1O-1/2 1 23.1 85 23.1 1.065 23.1 132 196.4 30.30 770 124 116 184.5 172.4 30.16 30.00 -766 762 108 r60.7 29.82 757 99
147.3 29.U 753 10.551 268 0.615 15.62 1.000 25.N 10.521 267 0.s85 14.86 0.930 23.62 10.500 267 o.564 14.33 o.8so 21.59 10.484 266 0.548 13.92 0.760 19.30 10.458 266 o.522 13.26 0.670 17.O2 o.70 o.70 o.70 o.70 0.70 17.8 38.83 17.8 36.45 17.8 34.r3 17.8 31.77 r 29.11 250.5 235.2 220.2 205.0 187.8
27'WF 27 7.8 177 263.4 160 238.1 145 215.8 27.31 694 14.090 358 o.725 2t.o8 688 14.023 356 o.658 26.88 683 13.965 355 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 x14 t 114 169.7 102 151.8 91 u 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 zil 254 253 o.570 o.518 o.490 o.403 14.48 0.932 23.67 o.64 r6.2 13.16 o.827 2r.01 0.64 16.2 12.45 o.747 18.97 o.64 18.2 1 o.636 16.15 o.64 r6.2 33.53 30.o1 27.65 24.71 218.3 193.6 178.4 159.4
6 x10 1.76
Moment of lnertia Radius of Gyration Modulus of
Section Jx Jv x tY Zx Zy in. cml in. cml 1n cm tn cm inr cm3 in3 cm3 Section lndex 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 46,730 1,127.5 46,320 1.020.6 45,880 9M.7 45,560 870.9 45,250 15.17 38.s3 3.73 1 38.40 3.70 38.1 0 3.65 37.97 3.62 37.80 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 2,410.9 5.12 135.9 2,227.4 15.00 123.3' 2,O20.9 14.95
't14.4 1,875.0 14.88 105.7 1,732.4 36'WF 36x1p-1/2 12,103.4 1 503,800 469,600 435,800 405,400 375,200 324,500 355.4 14,790 327.7 'r3,640 300.6 1 275.4 250.4 207.1 14.56 36.98 2.49 6.32 663.6 10,876,4 1452 36.88 2.47 6.27 621.2 10,181.5 14.47 36.75 2.45 6.22 579.1 9.491.4 14.38 36.s2 2.42 6.15 541.0 8,867.O 14 29 36.30 2.38 6.04
502.9 8,242.5 14 01 35 58 2.28 5.79 438.6 7,188.6 58.7 962.1 1,281.5 54.3 890.O 10,470.0 2,510 50.o 819.5 9,738.8 1 45.9 752.3 9,012.1 41.8 685.1 7,796.1 34.7 568.7 36' WF 36x12 ' 3.585.1 '2.312.1 ' 1.048.2 1,460 10,420 8,621 565,500 874.3 36,400 512,500 782.4 32,570 459,900 691.7 28.190 13.88 35.26 13.79 35.03
13 71 34.82 3.52 8.94 3.48 8.84 3.43 8.71 811.1 13,293.9 740.6 12,138.4 669.6 10,974.7 1',to.2 1.806.2 99.0 1,622.6 87.8 1,439.0 33" WF 33x15-3/4 3 147.6 7 s39,200 309,800 278.900 245.100 256.1 10,660 13.50 229.7 9.562 13.39 201.4 8,384 13.23 170.3 7,089 13.02 34.29 2.39 6.07 486.4 7,972.1 34.O1 2.35 5.97 446.8 7,323.O 33.60
2.29 5.82 4048 6,634.7 33.O7 2.22 5.64 358.3 5,872.5 44.3 39.8 35.0 29.7 726.1 M2.2 652.3 5,699 0 573.7 5 886.9 486.8 ) 872.4 3 82s.9 : 891 .5 33" WF 33 x11-1/2 410,100 367.400 328.500 701
I 29,470 12 64 32.1 0 3.38 8.58 649.9 10,651 .9 624.6 26,OOO 12.57 31 .93 3.34 8.48 586.1 9,606.2 550 1 22,900
12 48 3i.70 3.30 8.38 528 2 8,657.2 93.7 1,535.7 83.1 1,362.O 73.4 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 7,701 12.17 30.91 2.18 5.54 379.7 6,223.3 169.7 7,064 12.11 30,76 2.16 5.49 354.6 5,81 1.9 153.2 6,377 12.OO 30.48 2.12 5.38 327.9 5,374.3
1 5,624 1 30.10 2.06 5.23 299.2 4,903.9 4,866 29.72 2.OO 5.08 269.1 4,410.5 35.1 575.3 32.3 529.4 29.2 478.6 25.8 422.9 22.4 367.1 30'WF 30 x 1G1/2 :-?qA :- t1t) I- aJ 35.1 1 1.85 16.9 1 1.70 280,1 00 518.9 2s0,500 458.O 225,400 406.9 21.600 19,060 16.940 1 1.36 28.85 3.16 8.03
492.8 8,077.O 73.7 1 1.31 28.73 3.12 7.92 444.5 7,285.4 65.3 28.60 3.09 7.85 402.9 6,603.5 58.3 1,207.9 1,O70.3 27" 11 955.5 WF 27 x14 40805 i 169,900 3 .26 604
1 150,000 149.6 6,228 129.5 5,391 11 4,791 3,984 1 1.O3 28.O2 2.11 5.36 299.2
4,903.9 29.7 486.8 10.96 27.83 2.O8 5.28 266.3 4,364.7 25.9 424.5 :::33 325671 rgO,OOO 117,600 10.87 27.61 2.O4 5.18 242.8 3,979.5 23.O 377.O 10.69 27.15 1.97 s.oo 211.7 3,469.8 19.2 314.7 27'WF 5.',I 27 x10 95.7
Wide Flange Shapes
(lnch Soriosl- Contirrred Section lndex Deoth Section (A) Wdght of Flanoe widih (B) Thickness Web Flanoe lbs/ft kg,/m ln mm (t, ) Thicknless (t, Corner Radius Sectione Area tn mm tn mm tn mm in mm in2 cFF
24 WF 24x14 I 160 r45 r30 238.1 24.72 215.8 24.49 r 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 .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 1 93.5 120 178.6 24.31 617 12.088 &7 t10 163.7
24j6 614 12.U2 306 r@ 148.8 24.@ 610 12.OO0 30s o.556 o.510 0.468 14.12 12.95 1 o.930 o.855 o.775 23.62 21.72 19.69 227' 208 E 189 S 24'WF 24
o.70 o.70 0.70 17.8 17.8 17.8 35.29 32.36 1.89 29.4ir 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 o.872 1 o.772 o.682 o.582 22.15 19.61 17.32 14.78 0.54 r3.8 0.54 13.8 0.54 13.8 o.54 13.8 27.63 x9 24.71 22.37 20.00 r 159 78.3 .
1 144.3 r 29.C 21'WF 21 x13 1.94 1.18 10.57 142 127 1'.t2 2'-t 1.3 z'-t.46 189.O 21.24 166.7 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 6.5 41.76 16.5
37.y 16.5 32.93 269 4 2& -c 212
a 21',WF 21 r 96 82 142.9 122.O 21.14 537 x9 20.86 s30 9.038 230 0.575 14.61 o.935 23.75 o.65 'r6.5 28.21 182.C 8.962 228 0.499 12.67 o.795 20.1 o.6s 16.5 24.10 155.5
21' Vtr 21x*1/4
I 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 o.455 r 1.56 o.7Q 18.m 210 o.430 ro.92 o.685 17.q 209 o.400 10.16 0.615 15.62 209 0.375 9.52 o.522 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 1 301 0.59s 300 o.554 298 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 1.750 1 82.1 18', WF 18x8-3/4 85 77 u 70 126.5 r8.32 114.8 18.16
[email protected] 18.00 95.24
17.87 465 461 457 454 8.838 224 8.787 223 8.750 222 8.715 221 o.526 0.475 0.438 o.rrc3 13.36 12.O7 1 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 1.13 10.24 60 89.29 19.25 4U 55 81.85
r8.12 460 50 74.41 18.00 457 45 66.97 17.86
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-
LI{
a
r' 35 50 E5 1.7 t8 )-9 t3 )-a i-3 o 195 0 5 tI Dl ) Mornent in. of lnertia Jv cml tn cml Radius of Gyration ix ty Modulus of Section Zx tn cm tn cm in, cm3 in! Zy cm3 Section lhdex 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 ro.570 229.1 9,537 203.5 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 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 53.1 141,700 125,600 109.100 385.9 338.6 289.7 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 5.OO 197.6 't.93 4.90 168.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 220.1 6.93 202.2 6.88 184.4 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 2,558.s
22.5 368.8 141.7 2,322.5 20.2 331.1 128.2 2,101.2 17.9 293.4 1 1,917.6 l6.r 263.9 18'WF 18 x8-3/4 984.0 889.9
[email protected] 704.s l7.O 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 2U.9 11.1 181.9 9.9 162.3 8.s 139.3 18'WF 18x7-1/2
I
Wide Flange Shapes llnch Serieo)-Continued
Section lndex Weight Deoth Sriction (A) of Flanoe width (B) Thickness Web (t,i Thickfress Flanoe ( Corner Radius Sectional Area lbs/ft kglm tn mm 1n mrTt tz) ln mm tn mm ln mm in2 cmr 16'WF 16x11-1/2 96 88 142.9 131.O 16.32 415 1 1.533 293 o.535 13.59 o.875 22.23 0.60 15.2 28.22. 82.1 16.16 410 1 292 o.5@ 12.80 o.795 20.1 o.60
15.2 25.87 167.0 16'WF 16xB-1/2 1.502
I 1 78 71 64 58 116.1 16.32 415 8.586 2'.\.8 o.529 13.M 0.875 22.23 0.60 15.2 2},02 105.7 16.16 410 8.543 217 o.486 12.34 o.795 20.19 0.60 15.2 20.86 95.24 16.00 406 8.500 216 o.443 11.25
0.715 18.16 o.60 15.2 18.80 86.31 15.86 403 8.464 215 o.N7 10.34 o.645 16.38 0.60 15.2 't7.o4 147.9 134.6 121.3 109.9 16'wF 16 50 45 N 36 74.41 66.97 59.53 53.57 16.25 413 16.12 /tOg 16.00 /tOo 15.85 403 7.O73 7.039 7.@O 6.992 180 0.380 179 0.346 178 0.307 178 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 x7 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 16.695 424 16.590 421 16.475 418 16.365 416 16.710 424 16235 412 1 410 407 405 404 403 402 401 400 399 398 397 396 39s 394 394 1.875 47.63 1.770 44.96 1.655 42.O4 1.545 39.24 1.890 48.O1 1 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 77.O4
o.60 15.2 125.25 72.21 0.60 15.2 1 67.51 0.60 15.2 62.69 0.60 15.2 53.1 6 0.60 15.2 57.99 0.60 15.2 53.1 6 0.60 15.2 49.23 0.60 15.2 46.05 0.60 15.2 M.40 o.60 15.2 42.88 o.60 15.2 41.22 0.60 15.2 39.70 0.60 15.2 38.1 8 0.60 15.2 36.53 0.60 15.2 35.O0 0.60 15.2 33.35 0.60 15.2 31.70 0.60 15.2 30.1
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* Column Core Section
