Ilmusipil.com Media Berbagi Ilmu Teknik Sipil dan Arsitektur

teknik sipil tabel baja H steel

Tabel baja H steel ini dapat digunakan sebagai pedoman dalam menghitung volume baja yang dibutuhkan untuk melaksanakan bangunan atau merencanakan struktur baja, pada tabel dapat kita lihat berat per m dan ukuran detail dimensi profil baja H steel, tabel dikelompokan berdasarkan masing-masing dimensi baja yang dijual dipasaran.

baja H steel

Sectional Dimension Sectional Properties
Geometrical
Sec.of Unit Moment of
d x bf tw tf r1 H1 H2 Area Weight Inertia (cm4)
mm mm mm mm mm mm mm cm² kg/m Ix Iy
H 100 x 50 5.0 7.0 8.0 15.0 70.0 11.85 9.30 187 15
100 6.0 8.0 10.0 18.0 64.0 21.90 17.19 383 134
H 125 x 60 6.0 8.0 9.0 17.0 91.0 16.84 13.22 413 29
125 6.5 9.0 10.0 19.0 87.0 30.31 23.79 847 293
H 150 x 75 5.0 7.0 8.0 15.0 120.0 17.85 14.01 666 49
H 148 x 100 6.0 9.0 11.0 20.0 108.0 26.8 21.07 1020 151
H 150 x 150 7.0 10.0 11.0 21.0 108.0 40.1 31.51 1640 563
H 175 x 90 5.0 8.0 9.0 17.0 141.0 23.1 18.09 1210 98
175 7.5 11.0 12.0 23.0 129.0 51.2 40.20 2880 984
H 198 x 99 4.5 7.0 11.0 18.0 162.0 23.2 18.20 1580 114
H 200 x 100 5.5 8.0 11.0 19.0 162.0 27.2 21.32 1840 134
H 194 x 150 6.0 9.0 13.0 22.0 150.0 39.0 30.62 2690 507
H 200 x 200 8.0 12.0 13.0 25.0 150.0 63.53 49.87 4720 1600
H 248 x 124 5.0 80.0 12.0 20.0 208.0 32.68 25.65 3540 255
H 250 x 125 6.0 90.0 12.0 21.0 208.0 37.66 29.56 4050 294
H 244 x 175 7.0 11.0 16.0 27.0 190.0 56.24 44.15 6120 984
H 250 x 250 9.0 14.0 16.0 30.0 190.0 92.18 72.36 10800 3650
H 298 x 149 5.5 80.0 13.0 21.0 256.0 40.80 32.03 6320 442
H 300 x 150 6.5 9.0 13.0 22.0 256.0 46.78 36.72 7210 508
H 294 x 200 8.0 12.0 18.0 30.0 234.0 72.38 56.82 11300 1600
H 300 x 300 10.0 15.0 18.0 33.0 234.0 119.80 94.04 20400 6750
305 15.0 15.0 18.0 33.0 234.0 134.80 105.82 21500 7100
H 346 x 174 6.0 9.0 14.0 23.0 300.0 52.68 41.35 11100 792
H 350 x 175 7.0 11.0 14.0 25.0 300.0 63.14 49.56 13600 984
H 340 x 250 9.0 14.0 20.0 34.0 272.0 101.50 79.68 21700 3650
H 350 x 350 12.0 19.0 20.0 39.0 272.0 173.90 136.51 40300 13600
H 396 x 199 7.0 11.0 16.0 27.0 342.0 72.16 56.65 20000 1450
H 400 x 200 8.0 13.0 16.0 29.0 342.0 84.12 66.03 23700 1740
H 390 x 300 10.0 160 22.0 38.0 314.0 136.00 106.76 38700 7210
H 400 x 400 13.0 21.0 22.0 43.0 314.0 218.70 171.68 66600 22400
H 450 x 200 9.0 14.0 18.0 32.0 386.0 96.76 75.96 33500 1870
H 440 x 300 11.0 18.0 24.0 42.0 356.0 157.40 123.56 56100 8110
H 496 x 199 9.0 14.0 200 34.0 428.0 101.30 79.52 41900 1840
H 500 x 200 10.0 16.0 20.0 36.0 428.0 114.20 89.65 47800 2140
H 482 x 300 11.0 15.0 26.0 41.0 400.0 145.50 114.22 60400 6760
H 488 x 300 11.0 18.0 26.0 44.0 400.0 163.50 128.35 71000 8110
H 596 x 199 10.0 15.0 22.0 37.0 522.0 120.50 94.59 68700 1980
H 600 x 200 11.0 17.0 22.0 39.0 522.0 134.40 105.50 77600 2280
H 582 x 300 12.0 17.0 28.0 45.0 492.0 174.50 136.98 103000 7670
H 588 x 300 12.0 20.0 28.0 48.0 492.0 192.50 151.11 118000 9020
H 700 x 300 13.0 24.0 28.0 52.0 596.0 215.50 184.87 201000 10800
H 800 x 300 14.0 26.0 28.0 54.0 692.0 267.40 209.91 292000 11700
H 900 x 300 16.0 28.0 28.0 56.0 788.0 309.80 243.19 411000 12600

Lanjutan tabel baja H steel

Sectional Dimension
Radius of Modulus of Compact *) *)
Gyration of Section Section rT d/Af Lc Lu
d x bf Area (cm) (cm3) Criteria (cm) (1/cm) (cm) (cm)
mm mm ix iy Sx Sy bf/2tf d/tw
H 100 x 50 3.97 1.12 37 6 3.57 20.00 1.32 2.86 63.70 1,969
100 4.18 2.47 77 27 6.25 16.67 2.75 1.25 127.50 4,501
H 125 x 60 4.95 1.32 66 10 3.75 20.83 1.57 2.60 76.50 2,160
125 5.29 3.11 136 47 6.94 19.23 3.44 1.11 159.30 506.30
H 150 x 75 5.11 1.67 89 13 5.36 30.00 1.96 2.86 95.60 196.90
H 148 x 100 6.16 2.37 138 30 5.56 24.67 2.70 1.64 127.50 342.10
H 150 x 150 6.39 3.75 219 75 7.50 21.43 4.13 1.00 191.20 562.60
H 175 x 90 7.25 2.06 138 22 5.63 35.00 2.39 2.43 114.70 2,315
175 7.50 4.38 329 112 7.95 23.33 4.82 0.91 223.10 6,188
H 198 x 99 8.26 2.22 160 23 7.07 44.00 2.61 2.86 1,262 196.90
H 200 x 100 8.23 2.22 184 27 6.25 36.36 2.62 2.50 127.50 225.00
H 194 x 150 8.30 3.61 277 58 8.33 32.33 4.07 1.44 1,912 3,915
H 200 x 200 8.62 5.02 472 160 8.33 25.00 5.51 0.83 254.9 675.1
H 248 x 124 10.41 2.79 285 41 7.75 49.60 3.28 2.50 158.1 225.0
H 250 x 125 10.37 2.79 324 47 6.94 41.67 3.29 2.22 159.3 253.2
H 244 x 175 10.43 4.18 502 112 7.95 34.86 4.74 1.27 223.1 443.8
H 250 x 250 10.82 6.29 864 292 8.93 27.78 6.90 0.71 318.7 787.6
H 298 x 149 12.45 3.29 424 59 9.31 54.18 3.90 2.50 189.9 225.0
H 300 x 150 12.41 3.30 481 68 8.33 46.15 3.91 2.22 191.2 253.2
H 294 x 200 12.49 4.70 769 160 8.33 36.75 5.38 1.22 254.9 459.3
H 300 x 300 13.05 7.51 1360 450 10.00 30.00 8.26 0.67 382.40 843.9
305 12.63 7.26 1433 466 10.17 20.00 8.22 0.66 388.8 857.9
H 346 x 174 14.52 3.88 642 91 9.67 57.67 4.57 2.21 221.80 254.6
H 350 x 175 14.68 3.95 777 112 7.95 50.00 4.61 1.82 223.1 309.4
H 340 x 250 14.62 6.00 1276 292 8.93 37.78 6.78 0.97 318.7 579.1
H 350 x 350 15.22 8.84 2303 777 9.21 29.17 9.66 0.53 455.3 1113.5
H 396 x 199 16.65 4.48 1010 146 9.05 56.57 5.25 1.81 253.7 311.0
H 400 x 200 16.79 4.55 1185 174 7.69 50.00 5.29 1.54 254.9 365.7
H 390 x 300 16.87 7.28 1985 481 9.38 39.00 8.17 0.81 382.4 692.4
H 400 x 400 17.45 10.12 3330 120 9.52 30.77 11.05 0.48 520.4 1230.7
H 450 x 200 18.61 4.40 1489 187 7.14 50.00 5.22 1.61 254.9 350.1
H 440 x 300 18.88 7.18 2550 541 8.33 40.00 8.12 0.81 390.3 719.2
H 496 x 199 20.34 4.26 1690 185 7.11 55.11 5.14 1.78 253.7 316.0
H 500 x 200 20.46 4.33 1912 214 6.25 50.00 518 1.56 254.9 360.1
H 482 x 300 20.37 682 2506 451 1,000 43.82 7.96 1.07 382.4 525.2
H 488 x 300 20.84 7.04 2910 541 8.33 44.36 8.05 0.90 390.3 648.5
H 596 x 199 23.88 4.05 2305 199 6.63 59.60 5.01 2.00 253.7 281.8
H 600 x 200 24.03 4.12 2587 228 5.88 54.55 5.06 1.76 250.2 332.1
H 582 x 300 24.30 6.63 3540 511 8.82 48.50 7.86 1.14 390.3 513.5
H 588 x 300 24.76 6.85 4014 601 7.50 49.00 7.96 0.98 390.3 598.0
H 700 x 300 29.21 6.77 5743 720 6.25 53.85 7.92 0.97 390.3 602.8
H 800 x 300 33.05 6.61 7300 780 5.77 57.14 7.83 1.03 390.3 571.4
H 900 x 300 36.42 6.38 9133 840 5.36 56.25 7.69 1.07 390.3 547.0
Note :
*)  Material :  JIS G 3101 –  SS 400
Fy = 2500 kg/cm²       if tf [ 16 mm
Fy = 2400 kg/cm²       if 16 mm     < tf [ 40 mm
Fy = 2200 kg/cm²       if tf   > 40 mm

3 Komentar

  • ridho says:

    g bsa di copy y bro…..
    gw mw bkinin arsip….
    bro link mna yg bsa,,,

  • oneto says:

    standar internasionalx dmana swdra

  • Qweng says:

    Boleh donk minta ilmunya….
    cara ngitung kekuatan H-beam berikut contoh soalnya jika H-beam 400 diberi beban 100 ton, apa yg terjadi…?????
    Thanks

Komentari

*
*