Fabricator Ferri

Quindecim Annorum Experientia Fabricationis
Chalybs

Trabis H/Flanx Lata Structuralis

Descriptio Brevis:

Nomen: Trabis H/Trabis H cum Flange Lata Structurali/Trabis I

Gradus: A36/Q235/Q345/SS400/St37-2/St52/Q420/S235jr, etc.

Standard: AISI, JIS, ASTM, DIN, BS, GB

Certificatio: IS0, SGS

Latitudo Telae (A): 100-900mm

Latitudo Flangis (B): 100-300mm

Crassitudo Telae (t1): 5-30mm

Crassitudo flangis (t2): 5-30m

Longitudo: 6000 mm ad 12000 mm vel secundum necessitates emptoris


Detalia Producti

Etiquettae Productarum

Quid est trabs H?

Trabes H formam H habent. Trabes H est trabs structuralis e chalybe laminato facta. Incredibiliter robusta est. Nomen accepit quia instar litterae H maiusculae per sectionem transversalem apparet.

Officina trabium H Jindalaisteel-MS I (20)

Dimensiones et Proprietates Trabium H-formarum

TIS 1227-2537
Gradus: SM400, SM490, SM520, SS400, SS490 vel SS540

Magnitudo Nominalis
(mm.)
Pondus (kg/m²) Dimensiones Sectionales (mm.) Sectionalis
Area (cm²)
Momentum
Inertia (cm4)
Radius
Gyratio (cm.)
Modulus
Sectionis (cm3)
H B t1 t2 r lx Iy nonum iy Zx Zy
100X100 17.2 centum centum 6.0 8 10 21.90 383 134 4.2 2.47 77 27
125X125 23.8 125 125 6.5 9 10 30.31 DCCCXLVII 293 5.3 3.11 136 47
150X75 14.0 CL 75 5.0 7 8 17.85 DCCLXVI 50 6.1 1.66 89 13
150X100 21.1 148 centum 6.0 9 11 26.84 1020 151 6.2 2.37 138 30
150X150 31.5 CL CL 7.0 10 11 40.14 1640 563 6.4 3.75 219 75
175X175 40.2 CLXXV CLXXV 7.5 11 12 51.21 2,880 984 7.5 4.38 330 112
200X100 18.2 198 99 4.5 7 11 XXIII.XVIII 1580 114 8.3 2.21 CLX 23
21.3 ducenti centum 5.5 8 11 27.16 1840 134 8.2 2.22 CLXXXIV 27
200X150 30.6 194 CL 6.0 9 13 39.01 2,690 507 8.3 3.61 277 68
200X200 49.9 ducenti ducenti 8.0 12 13 63.53 4,720 Mille sescenti 8.6 5.02 472 CLX
56.2 ducenti 204 12.0 12 13 71.53 4,980 Mille septingenti 8.4 4.88 498 CLXVII
65.7 208 202 10.0 16 13 83.69 6,530 2200 8.8 5.13 DCXXVIII 218
250X125 25.7 248 124 5.0 8 12 32.68 3540 255 10.4 2.79 285 41
29.6 250 125 6.0 9 12 37.66 4050 294 10.4 2.79 324 47
250X175 44.1 244 CLXXV 7.0 11 16 56.24 6,120 984 10.4 4.18 502 113
250X250 64.4 244 252 11.0 11 16 82.06 8,790 2940 10.3 5.98 DCCXX 233
66.5 248 249 8.0 13 16 84.70 9,930 3.35 10.8 6.29 DCCCI 269
72.4 250 250 9.0 14 16 92.18 10,800 3650 10.8 6.29 DCCCLXVII 292
300X150 32.0 298 149 5.5 8 13 40.80 6,320 442 12.4 3.29 424 59
36.7 trecenti CL 6.5 9 13 46.78 7,210 508 12.4 3.29 481 68
300X200 56.8 294 ducenti 8.0 12 18 72.38 Undecim milia trecenta Mille sescenti 12.5 4.71 DCCCLXXI CLX
65.4 298 201 9.2 14 18 83.36 Tredecim milia trecentorum mille nongenti 12.6 4.77 DCCCXCIII CLXXXIX
300X300 84.5 294 302 12.0 12 18 107.70 XVI milia nongenti 5520 12.5 7.16 1150 365
87.0 298 299 9.0 14 18 110.80 XVIII milia octingenti 6240 13.0 7.51 1270 417
94.0 trecenti trecenti | 10.0 15 18 119.80 Viginti milia quadringenti 6,750 13.1 7.51 1360 450
106.0 trecenti CCCV 15.0 15 18 134.80 XXI milia quingenti 7100 12.6 7.26 1440 466
106.0 304 301 11.0 17 18 134.80 XXIII milia quadringenti 7730 13.2 7.57 1540 514
350X175 41.4 346 CLXXIV 6.0 9 14 52.68 11,100 DCCXCII 14.5 3.88 DCXLI 91
49.6 350 CLXXV 7.0 11 14 63.14 Tredecim milia sescenti 984 14.7 3.95 DCCXXV 112
57.8 354 CLXXVI 80.0 13 20 73.68 XVI milia centum 1,180 14.8 4.01 909 134
350X250 69.2 336 249 8.0 12 20 88.15 XVIII milia et quingenti 3090 14.5 5.92 Mille centum 248
79.7 340 250 9.0 14 20 101.50 XXI milia septingenti 3650 14.6 sex.00 1280 292
350X350 106.0 338 351 13.0 13 20 135.30 XXVIII milia ducenti 9,380 14.4 8.33 1670 534
115.0 344 348 10.0 16 20 146.00 33,300 11,200 15.1 8.78 1940 DCXLVI
131.0 344 354 16.0 16 20 166.60 XXXV milia trecenta 11,800 14.6 8.43 2050 DCCLXIX
137.0 350 350 12.0 19 20 173.90 Quadraginta milia trecenta 13600 15.2 8.84 2300 DCCCLXXVI
156.0 350 357 19.0 19 20 198.40 42,800 Quattuordecim milia quadringenti 14.7 8.53 2450 DCCCIX
400X200 56.6 396 199 7.0 11 16 72.16 Viginti milia 1450 16.7 4.48 1010 145
66.6 quadringenti ducenti 8.0 13 16 84.12 XXIII milia septingenti 1740 16.8 4.54 1,190 CLXXIV
75.5 404 201 9.0 15 16 96.16 XXVII milia et quingenti 2030 16.9 4.60 1360 202
400X300 94.3 386 299 9.0 14 22 120.10 33,700 6240 16.7 7.21 MDCCXL 418
107.0 390 trecenti 10.0 16 22 136.00 38,700 7,210 16.9 7.28 1980 481
400X400 140.0 388 402 15.0 15 22 178.50 49,000 XVI milia trecenta 16.6 9.54 2520 DCCCIX
147.0 394 398 11.0 18 22 186.80 56,100 XVIII milia nongenti 17.3 10.10 2850 951
172.0 quadringenti quadringenti 13.0 21 22 218.70 66,600 XXII milia quadringenti 17.5 10.10 3330 1120
197.0 quadringenti 408 21.0 21 22 250.70 Septuaginta milia nongenti 23,800 16.8 9.75 3540 1,170
232.0 414 405 18.0 28 22 295.40 92,800 Triginta una milia 17.7 10.20 4480 1530
450X200 66.2 446 199 8.0 12 18 84.30 XXVIII milia septingenti 1580 18.5 4.33 1290 CLIX
76.0 450 ducenti 9.0 14 18 98.76 33,500 1870 18.6 4.40 1490 CLXXXVII
88.9 456 201 10.0 17 18 113.30 quadraginta milia quadringenti 2,310 18.9 4.51 1770 230
450X300 106.0 434 299 10.0 15 24 135.00 46,800 6,690 18.6 7.04 2,160 448
124.0 440 trecenti 11.0 18 24 157.40 56,100 8110 18.9 7.18 2550 541
145.0 446 302 13.0 21 24 184.30 66,400 9,660 19.0 7.24 2980 DCXXXIX
500X200 79.5 496 199 9.0 14 20 101.30 41,900 1840 20.3 4.27 1690 CLXXXV
89.6 quingenti ducenti 10.0 16 20 114.20 47,800 2,140 20.5 4.33 MCMX 214
103.0 506 201 11.0 19 20 131.30 56,500 2580 200.7 4.43 2230 257

Applicationes trabis H ferreae

 

Trabis ferrea formae H late in industria aedificatoria adhibetur. Usus eius praecipui fere idem sunt in structuris ferreis structuralibus in aedificiis residentialibus et commercialibus ac trabis formae I.

In genere, trabes H-formes adhibentur cum applicatio maiorem capacitatem oneris ferendi requirit quam trabis I-formis, et pondus additum per pedem problema non est:

Trabes H-formes, longas spatia in aedificiis commercialibus complectentes, usque ad 330 pedes extendi possunt, comparate cum "tantum" 100 pedibus maximae spatii trabis I-formis.

Columnae structurales robustiores pro aedificiis ferreis residentialibus, ut domibus multis tabulatis ferreis.

In constructione aedificiorum industrialium, trabes H-formatae optimae sunt ad tabulata aedificandi, cum maior proportio lb/ft non tam magni momenti est.

Officina trabium H Jindalaisteel-MS I (4)


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