Tubus sectionis arcae cavae chalybis rectangularis / tubus RHS
Sectio Cava Rectangularis est productum Galvanizationis Calidae In Linea, superficiem cum minore periculo fissurarum in marginibus praebens. Tota superficies tegumento zinci protegitur. Sectio Cava Rectangularis (SHS) in variis altitudinibus parietum et crassitudinibus venit et vulgo ad fabricationem forulorum, in constructione commerciali et domestica, et in operibus manuum pro portis et postibus ubi resistentia rubigini requiritur adhibetur.
Secundum materias diversas divisum:
Sectiones Rectangulares Cavae Frigidae
Sectiones Rectangulares Cavae Calidae Perfectae
Specificationes tubi sectionum cavarum rectangularium
Magnitudo Sectionis | MurusCrassitudo | UnitasPondus | SectioArea | Momentum Inertiae | Radius Gyrationis | Momentum Inertiae | |||
D × B | t | M | A | Ix Iy | ix iy | Zx Zy | |||
mm | mm | kg/m² | cm² | cm4 | cm4 | cm | cm | cm³ | cm³ |
13 × 13 | 1.2 | 0.40 0.50 | 0.51 0.64 | 0.10 0.12 | 0.10 0.12 | 0.45 0.43 | 0.45 | 0.16 0.19 | 0.16 0.19 |
XVI × XVI | 1.2 | 0.52 0.67 | 0.67 0.85 | 0.23 0.27 | 0.23 0.27 | 0.59 0.57 | 0.59 | 0.29 0.34 | 0.29 0.34 |
19 × 19 | 1.2 | 0.64 0.82 | 0.81 1.04 | 0.41 0.50 | 0.41 0.50 | 0.71 0.69 | 0.71 | 0.44 0.53 | 0.44 0.53 |
XXV × XXV | 1.2 | 0.86 1.12 1.53 1.93 | 1.10 1.43 1.95 2.48 | 1.02 1.26 1.59 1.96 | 1.02 1.26 1.59 1.96 | 0.96 0.94 0.90 0.89 | 0.96 | 0.81 1.01 1.27 1.54 | 0.81 1.01 1.27 1.54 |
XXXII × XXXII | 1.2 | 1.12 1.46 2.02 2.53 | 1.42 1.87 2.68 3.26 | 2.16 2.75 3.93 4.29 | 2.16 2.75 3.93 4.29 | 1.24 1.22 1.21 1.15 | 1.24 | 1.38 1.74 2.46 2.70 | 1.38 1.74 2.46 2.70 |
XXXVIII × XXXVIII | 1.2 | 1.35 1.77 2.47 3.13 | 1.72 2.26 3.14 4.04 | 3.85 4.91 6.51 7.99 | 3.85 4.91 6.51 7.99 | 1.49 1.47 1.43 1.41 | 1.49 | 2.02 2.58 3.42 4.26 | 2.02 2.58 3.42 4.26 |
50 × 50 | 1.6 | 2.38 3.34 4.24 4.50 6.01 7.56 | 3.03 4.25 5.40 5.73 7.66 9.63 | 11.70 15.90 19.39 20.40 25.22 28.76 | 11.70 15.90 19.39 20.40 25.22 28.76 | 1.96 1.93 1.89 1.89 1.81 1.72 | 1.96 | 4.68 6.34 7.75 8.16 10.09 11.50 | 4.68 6.34 7.75 8.16 10.09 11.50 |
65 × 65 | 2.3 | 4.31 5.52 8.04 10.57 | 5.51 7.16 10.24 13.48 | 33.88 42.46 57.44 70.34 | 33.88 42.46 57.44 70.34 | 2.46 2.44 2.37 2.28 | 2.46 | 10.75 13.44 18.19 XXII.XII | 10.75 13.44 18.19 XXII.XII |
75 × 75 | 2.3 | 5.14 6.60 7.01 9.55 12.27 | 6.55 8.40 8.92 12.16 15.63 | 57.10 71.50 75.50 98.16 119.20 | 57.10 71.50 75.50 98.16 119.20 | 2.95 2.91 2.91 2.84 2.76 | 2.95 | 15.20 19.06 20.10 XXVI.XVII 31.78 | 15.20 19.06 20.10 XXVI.XVII 31.78 |
Magnitudo Sectionis | MurusCrassitudo | UnitasPondus | SectioArea | Momentum Inertiae | Radius Gyrationis | Momentum Inertiae | |||
D × B | t | M | A | Ix Iy | ix iy | Zx Zy | |||
mm | mm | kg/m² | cm² | cm4 | cm4 | cm | cm | cm³ | cm³ |
100 × 100 | 2.3 3.0 3.2 4.5 6.0 9.0 | 6.95 8.95 9.52 13.10 Hora septima decima XXIV.X | 8.85 11.40 12.13 16.67 21.63 30.67 | 140.00 176.90 187.00 249.00 311.00 408.00 | 140.00 176.90 187.00 249.00 311.00 408.00 | 3.97 3.93 3.93 3.87 3.79 3.65 | 3.97 3.93 3.93 3.87 3.79 3.65 | 27.90 35.38 37.50 49.90 62.30 81.60 | 27.90 35.38 37.50 49.90 62.30 81.60 |
125 × 125 | 2.3 3.0 3.2 4.5 6.0 9.0 | 8.75 11.31 Hora duodecima 16.61 21.70 31.10 | 11.15 14.40 15.33 21.17 27.63 39.67 | 278.02 354.32 376 506 DCXLI DCCCLXV | 278.02 354.32 376 506 DCXLI DCCCLXV | 4.99 4.95 4.95 4.89 4.82 4.67 | 4.99 4.95 4.95 4.89 4.82 4.67 | 44.48 56.69 60.10 80.90 103 108 | 44.48 56.69 60.10 80.90 103 108 |
150 × 150 | 4.5 6.0 9.0 12.0 | 20.10 XXVI.XL 38.20 47.10 | 25.67 33.63 48.67 60.10 | DCCCXCVI 1150 1580 1780 | DCCCXCVI 1150 1580 1780 | 5.91 5.84 5.69 5.44 | 5.91 5.84 5.69 5.44 | CXX CLIII 210 237 | CXX CLIII 210 237 |
175 × 175 | 6.0 9.0 | 31.10 45.30 | 39.63 57.67 | 1860 2600 | 1860 2600 | 6.86 6.71 | 6.86 6.71 | 213 297 | 213 297 |
200 × 200 | 6.0 8.0 9.0 12.0 | 35.80 46.90 52.30 67.90 | 45.63 59.79 66.67 86.53 | 2830 3,620 3,990 4,980 | 2830 3,620 3,990 4,980 | 7.88 7.78 7.73 7.59 | 7.88 7.78 7.73 7.59 | 283 362 399 498 | 283 362 399 498 |
250 × 250 | 6.0 9.0 12.0 | 45.20 66.50 86.80 | 57.63 84.67 110.50 | 5,670 8,090 Decem milia trecenta | 5,670 8,090 Decem milia trecenta | 9.92 9.78 9.63 | 9.92 9.78 9.63 | 454 DCXLVII DCCCXX | 454 DCXLVII DCCCXX |
300 × 300 | 6.0 9.0 12.0 16.0 | 54.70 80.60 106.00 138.00 | 69.63 102.70 134.50 175.20 | 9,960 Quattuordecim milia trecenta XVIII milia trecenta XXIII milia centum | 9,960 Quattuordecim milia trecenta XVIII milia trecenta XXIII milia centum | Hora duodecima 11.80 11.70 11.50 | Hora duodecima 11.80 11.70 11.50 | DCCLXIV 956 1220 1540 | DCCLXIV 956 1220 1540 |
350 × 350 | 9.0 12.0 16.0 | 94.70 124.00 163.00 | 120.70 158.50 207.20 | XXIII milia ducenti 29,800 37,900 | XXIII milia ducenti 29,800 37,900 | 13.90 13.70 13.50 | 13.90 13.70 13.50 | 1320 Mille septingenti 2,160 | 1320 Mille septingenti 2,160 |
400 × 400 | 9.0 12.0 16.0 | 109.00 143.00 188.00 | 138.70 182.50 239.20 | XXXV milia centum 45,300 57,900 | XXXV milia centum 45,300 57,900 | 15.90 15.80 15.60 | 15.90 15.80 15.60 | 1750 2270 2900 | 1750 2270 2900 |
Materia Specificatio: ASTM A500 Gradus A
ASTM A500 Gradus B
EN10219 S275JR / JØ / J2H EN10219 S355JR / JØ / J2H
Magnitudo Sectionis | MurusCrassitudo | UnitasPondus | SectioArea | SecundusMomentumAreae | RadiusGyratio | ElasticumModulus | PlasticumModulus | Constantes Torsionales | Area Superficialis Per Metrum | |
D × B | t | M | A | I | r | Z | S | J | C | |
mm | mm | kg/m² | cm² | cm4 | cm4 | cm³ | cm³ | cm4 | cm³ | m²/m |
XX per XX | 2.00 2.50 | 1.12 1.35 | 1.40 1.68 | 0.74 0.84 | 0.73 0.71 | 0.74 0.84 | 0.93 1.08 | 1.22 1.41 | 1.07 1.20 | 0.07 0.07 |
XXV × XXV | 2.00 2.50 3.00 3.20 | 1.41 1.74 2.00 2.15 | 1.80 2.18 2.54 2.68 | 1.56 1.81 2.00 2.06 | 0.93 0.91 0.89 0.88 | 1.25 1.44 1.60 1.65 | 1.53 1.82 2.06 2.15 | 2.52 2.97 3.35 3.48 | 1.81 2.08 2.30 2.37 | 0.09 0.09 0.09 0.09 |
Triginta per triginta | 2.50 3.00 3.20 | 2.14 2.47 2.65 | 2.68 3.14 3.32 | 3.33 3.74 3.89 | 1.11 1.09 1.08 | 2.22 2.50 2.59 | 2.74 3.14 3.29 | 5.40 6.16 6.44 | 3.22 3.60 3.74 | 0.11 0.11 0.11 |
XXXV × XXXV | 4.00 sex.00 | 3.76 5.16 | 4.79 6.57 | 7.48 8.81 | 1.25 1.16 | 4.28 5.03 | 5.47 6.91 | 12.50 15.40 | 6.16 7.19 | 0.13 0.13 |
40 x 40 | 2.50 3.00 3.20 4.00 5.00 | 2.92 3.45 3.66 4.46 5.40 | 3.68 4.34 4.60 5.59 6.73 | 8.54 9.78 10.20 11.80 13.40 | 1.52 1.50 1.49 1.45 1.41 | 4.27 4.89 5.11 5.91 6.68 | 5.14 5.97 6.28 7.44 8.66 | 13.60 15.70 16.50 19.50 22.50 | 6.22 7.10 7.42 8.54 9.60 | 0.15 0.15 0.15 0.15 0.15 |
45 × 45 | 4.00 5.00 | 5.01 6.07 | 6.39 7.73 | 17.60 20.10 | 1.66 1.61 | 7.82 8.95 | 9.71 11.41 | 28.70 33.50 | 11.30 12.90 | 0.17 0.17 |
50 × 50 | 2.50 3.00 3.20 4.00 5.00 sex.00 sexta et dimidia VIII.00 10.00 | 3.71 4.39 4.66 5.72 6.97 8.15 8.49 10.31 11.70 | 4.68 5.54 5.88 7.19 8.73 10.20 10.60 12.70 14.90 | 17.50 20.20 21.20 25.00 28.90 32.00 32.80 35.20 37.60 | 1.93 1.91 1.90 1.86 1.82 1.77 1.76 1.70 1.59 | 6.99 8.08 8.49 9.99 11.60 12.80 13.10 14.10 15.00 | 8.29 9.70 10.20 12.30 14.50 16.50 Hora septima decima 19.20 21.40 | 27.50 32.10 33.80 40.40 47.60 53.60 55.20 60.90 66.70 | 10.20 11.80 12.40 14.50 16.70 18.40 18.80 20.10 21.40 | 0.19 0.19 0.19 0.19 0.19 0.19 0.18 0.18 0.17 |
LX × LX | 3.00 3.20 4.00 5.00 sex.00 sexta et dimidia VIII.00 10.00 | 5.39 5.67 6.97 8.54 10.00 10.50 12.80 14.90 | 6.74 7.16 8.79 10.70 12.60 13.10 hora sexta decima 18.90 | 36.20 38.20 45.40 53.30 59.90 61.60 69.70 75.50 | 2.32 2.31 2.27 2.23 2.18 2.17 2.09 2.00 | 12.10 12.70 15.10 17.80 XX.00 20.50 XXIII.XX 25.20 | 14.30 15.20 18.30 21.90 25.10 26.00 30.40 34.40 | 56.90 60.20 72.50 86.40 98.60 102.00 118.00 131.00 | 17.70 18.60 Hora XXII 25.70 28.80 29.60 33.40 36.00 | 0.23 0.23 0.23 0.23 0.23 0.22 0.22 0.21 |
70 × 70 | 3.00 3.60 5.00 sex.00 sexta et dimidia VIII.00 | 6.28 7.46 10.10 11.90 12.50 15.30 | 7.94 9.42 12.70 15.00 15.60 19.20 | 59.00 68.60 88.50 101.00 104.00 120.00 | 2.73 2.70 2.64 2.59 2.58 2.50 | 16.90 19.60 25.30 28.70 29.70 34.20 | 19.90 23.30 30.80 35.50 36.90 43.80 | 92 108 142 CLXIII CLXIX ducenti | 24.80 28.70 36.80 41.60 42.90 49.20 | 0.27 0.27 0.27 0.27 0.26 0.26 |
Magnitudo Sectionis | MurusCrassitudo | UnitasPondus | SectioArea | SecundusMomentumAreae | RadiusGyratio | ElasticumModulus | PlasticumModulus | Constantes Torsionales | Area SuperficialisPer Metrum | |
D × B | t | M | A | I | r | Z | S | J | C | |
mm | mm | kg/m² | cm² | cm4 | cm4 | cm³ | cm³ | cm4 | cm³ | m²/m |
75 × 75 | 3.20 | 7.25 | 9.08 | 77.50 | 2.92 | 20.70 | 24.30 | 121 | 30.30 | 0.29 |
4.00 | 8.93 | 11.20 | 93.20 | 2.89 | 24.80 | 29.60 | 147 | 36.30 | 0.29 | |
13.70 | 111.00 | 2.84 | 29.60 | 35.80 | CLXXVII | 43.00 | 0.29 | |||
5.00 | Hora undecima | |||||||||
16.20 | 126.00 | 2.80 | 33.70 | 41.40 | 204 | 48.90 | 0.29 | |||
sex.00 | 12.90 | |||||||||
16.90 | 131.00 | 2.78 | 34.90 | 43.00 | 212 | 50.50 | 0.28 | |||
sexta et dimidia | 13.50 | |||||||||
20.80 | 152.00 | 2.71 | 40.50 | 51.30 | 252 | 58.40 | 0.28 | |||
VIII.00 | 16.60 | |||||||||
24.90 | 170.00 | 2.61 | 45.40 | 59.40 | 289 | 65.10 | 0.27 | |||
10.00 | 19.60 | |||||||||
LXXX × LXXX | 3.00 | 7.18 | 9.14 | 89.80 | 3.13 | 22.50 | XXVI.XXX | 140 | 33.00 | 0.31 |
3.60 | 8.59 | 10.90 | 105.00 | 3.11 | XXVI.XX | 31.00 | CLXIV | 38.50 | 0.31 | |
14.70 | 137.00 | 3.05 | 34.20 | 41.10 | 217 | 49.80 | 0.31 | |||
5.00 | 11.70 | |||||||||
17.40 | 156.00 | 3.00 | 39.10 | 47.80 | 252 | 56.80 | 0.31 | |||
sex.00 | 13.80 | |||||||||
18.10 | 162.00 | 2.99 | 40.50 | 49.70 | 262 | 58.70 | 0.30 | |||
sexta et dimidia | 14.40 | |||||||||
22.40 | 189.00 | 2.91 | 47.30 | 59.50 | CCCXII | 68.30 | 0.30 | |||
VIII.00 | 17.80 | |||||||||
10.00 | XXI.X | 26.90 | 214.00 | 2.82 | 53.50 | 69.30 | 360 | 76.80 | 0.29 | |
90 × 90 | 3.60 | 9.72 | 12.30 | CLII | 3.52 | 33.80 | 39.70 | 237 | 49.70 | 0.35 |
5.00 | 13.30 | 16.70 | ducenti | 3.45 | 44.40 | 53.00 | CCCXVI | 64.80 | 0.35 | |
sex.00 | 15.70 | 19.80 | 230 | 3.41 | 51.10 | 61.80 | 367 | 74.30 | 0.35 | |
sexta et dimidia | 16.40 | 20.70 | 238 | 3.40 | 53.00 | 64.30 | 382 | 77.00 | 0.34 | |
VIII.00 | 20.40 | 25.60 | 281 | 3.32 | 62.60 | 77.60 | 459 | 90.50 | 0.34 | |
10.00 | 24.30 | 30.90 | 322 | 3.23 | 71.60 | 91.30 | 536 | 103.00 | 0.33 | |
100 × 100 | 4.00 | Hora duodecima | 15.20 | 232 | 3.91 | 46.40 | 54.40 | 361 | 68.20 | 0.39 |
5.00 | 14.80 | 18.70 | 279 | 3.86 | 55.90 | 66.40 | 439 | 81.80 | 0.39 | |
sex.00 | 17.60 | XXII.XX | 323 | 3.82 | 64.60 | 77.60 | 513 | 94.30 | 0.39 | |
sexta et dimidia | 18.40 | XXIII.XX | 336 | 3.80 | 67.10 | 80.90 | 534 | 97.80 | 0.38 | |
VIII.00 | 22.90 | 28.80 | quadringenti | 3.73 | 79.90 | 98.20 | DCXLVI | 116.00 | 0.38 | |
10.00 | 27.90 | 34.90 | 462 | 3.64 | 92.40 | 116.00 | DCCCLXI | 133.00 | 0.37 | |
Hora duodecima | 31.90 | 40.70 | 512 | 3.55 | 102.00 | 132.00 | DCCCLVIII | 147.00 | 0.37 | |
120 × 120 | 5.00 | hora XVIII | 22.70 | 498 | 4.68 | 83.00 | 97.60 | DCCCLXXVII | 122 | 0.47 |
sex.00 | 21.30 | 27.00 | 579 | 4.63 | 96.60 | 115.00 | 911 | 141 | 0.47 | |
sexta et dimidia | 22.30 | 28.20 | DCIII | 4.62 | 100.00 | 120.00 | 950 | 147 | 0.46 | |
VIII.00 | 27.90 | 35.20 | DCCXXVI | 4.55 | 121.00 | 146.00 | 1,160 | CLXXVI | 0.46 | |
10.00 | 34.20 | 42.90 | DCCCLII | 4.46 | 142.00 | 175.00 | 1382 | 206 | 0.45 | |
12.50 | 41.60 | 52.10 | 982 | 4.34 | 164.00 | 207.00 | 1623 | 236 | 0.45 | |
140 × 140 | 5.00 | XXI.X | 26.70 | DCCCVII | 5.50 | 115.00 | 135 | 1253 | CLXX | 0.55 |
sex.00 | 25.10 | 31.80 | 944 | 5.45 | 135.00 | CLIX | 1475 | 198 | 0.55 | |
VIII.00 | 32.90 | 41.60 | 1,195 | 5.36 | 171.00 | 204 | 1892 | 249 | 0.54 | |
10.00 | 40.40 | 50.90 | 1416 | 5.27 | 202.00 | 246 | 2272 | 294 | 0.53 | |
12.50 | 49.50 | 62.10 | 1653 | 5.16 | 236.00 | 293 | 2,696 | 342 | 0.53 | |
150 × 150 | 5.00 | 22.70 | 28.70 | 1002 | 5.90 | 134 | CLVI | 1550 | 197 | 0.59 |
sex.00 | 27.00 | 34.20 | 1,174 | 5.86 | CLVI | CLXXXIV | 1828 | 230 | 0.59 | |
sexta et dimidia | 28.30 | 35.80 | 1223 | 5.85 | CLXIII | 192 | 1909 | 240 | 0.58 | |
VIII.00 | 35.40 | 44.80 | 1491 | 5.77 | 199 | 237 | 2,351 | 291 | 0.58 | |
10.00 | 43.60 | 54.90 | 1773 | 5.68 | 236 | 286 | 2,832 | 344 | 0.57 | |
12.50 | 52.40 | 67.10 | 2080 | 5.57 | 277 | 342 | 3,375 | 402 | 0.57 | |
hora sexta decima | 66.40 | 83.00 | 2430 | 5.41 | 324 | 411 | 4026 | 467 | 0.56 |
Magnitudo Sectionis | MurusCrassitudo | UnitasPondus | SectioArea | SecundusMomentumAreae | RadiusGyratio | ElasticumModulus | PlasticumModulus | Constantes Torsionales | Area SuperficialisPer Metrum | |
D × B | t | M | A | I | r | Z | S | J | C | |
mm | mm | kg/m² | cm² | cm4 | cm4 | cm³ | cm³ | cm4 | cm³ | m²/m |
160 × 160 | 12.50 hora sexta decima | 57.30 70.20 | 72.10 89.40 | 2,576 3028 | 5.98 5.82 | 322 379 | 395 476 | 4,158 4,988 | 467 546 | 0.61 0.60 |
180 × 180 | sex.00 sexta et dimidia VIII.00 10.00 12.50 hora sexta decima | 32.60 34.20 43.00 53.00 65.20 81.40 | 41.40 43.30 54.40 66.90 82.10 102.00 | 2077 2,168 2,661 3,193 3,790 4504 | 7.09 7.07 7.00 6.91 6.80 6.64 | 231 241 296 355 421 quingenti | 269 281 349 424 511 DCXXI | 3215 3,361 4,162 5048 6070 7,343 | 340 355 434 518 DCXIII DCCXXIV | 0.71 0.70 0.70 0.69 0.69 0.68 |
200 × 200 | 5.00 sex.00 sexta et dimidia VIII.00 10.00 12.50 hora sexta decima | 30.50 36.40 38.20 48.00 59.30 73.00 91.50 | 38.70 46.20 48.40 60.80 74.90 92.10 115.00 | 2445 2,883 3011 3,709 4471 5,336 6,394 | 7.95 7.90 7.89 7.81 7.72 7.61 7.46 | 245 288 301 371 447 534 DCXXXIX | 283 335 350 436 531 DCXLIII DCCLXXXV | 3,756 4449 4,653 5,778 7,031 8,491 10,340 | 362 426 444 545 DCLV 778 927 | 0.79 0.79 0.78 0.78 0.77 0.77 0.76 |
220 × 220 | 5.00 sex.00 VIII.00 10.00 Hora duodecima hora quarta decima | 33.50 40.00 52.70 65.10 77.20 88.90 | 42.70 51.00 67.20 82.90 98.30 113.00 | 3281 3,875 5002 Sex milia quinquaginta 7,023 7,922 | 8.76 8.72 8.63 8.54 8.45 8.36 | 298 352 455 550 DCXXXVIII DCCXX | 344 408 532 DCCL DCCCLXII DCCCLXVIII | 5028 5,963 7,765 9,473 11,090 12,620 | 442 521 DCCLXIX DCCCVII 933 1049 | 0.87 0.87 0.86 0.85 0.85 0.84 |
250 × 250 | sex.00 sexta et dimidia VIII.00 10.00 12.50 hora sexta decima | 45.80 48.10 60.50 75.00 92.60 117.00 | 58.20 61.00 76.80 94.90 117.00 147.00 | 5,752 6014 7,455 9,055 10,920 XIII milia ducenti septuaginta | 9.94 9.93 9.86 9.77 9.66 9.50 | 460 481 596 DCCXXIV DCCCLXXIII 1061 | 531 556 DCXCIV DCCCLI 1037 1280 | 8,825 9,238 11,530 XIV milia centum decem XVII milia centum sexaginta XXI,CXL | DCCLXXXI DCCXII DCCCLXXX 1065 1279 1546 | 0.99 0.98 0.98 0.97 0.97 0.96 |
260 × 260 | sex.00 sexta et dimidia VIII.00 10.00 Hora duodecima 12.50 hora quarta decima 14.20 hora sexta decima | 47.60 49.90 62.80 77.70 92.20 95.80 106.00 108.00 120.00 | 60.60 63.50 80.00 98.90 117.00 122.00 136.00 137.00 153.00 | 6,491 6,788 8,423 10,240 11,950 12,370 13,560 XIII milia septingenta decem 15,060 | 10.40 10.30 10.30 10.20 10.10 10.10 10.00 9.99 9.91 | 499 522 DCXLVIII DCCLXXXVIII 920 951 1043 1055 1,159 | 576 DCIII DCCLIIII 924 1087 1,127 1244 1259 1394 | 9,951 10,420 13,010 15,930 XVIII milia septingenta triginta 19,410 XXI milia quadringenti XXI,DCCLX 23,940 | DCCXL DCCCLXXIII 956 1,159 1348 1394 1525 1542 1689 | 1.02 1.02 1.02 1.01 1.01 1.01 1.00 1.00 1.00 |
300 × 300 | sex.00 sexta et dimidia VIII.00 Hora nona 10.00 Hora duodecima 12.50 hora sexta decima | 55.10 57.95 73.10 81.93 90.70 107.97 112.00 142.00 | 70.00 73.60 92.80 104.00 115.00 137.00 142.00 179.00 | 10,080 10,550 XIII milia centum triginta Quattuordecim milia sescenti XVI milia triginta XVIII milia septingenta octoginta 19,440 23,850 | Hora duodecima Hora duodecima 11.90 11.90 11.80 11.70 11.70 11.50 | DCCLXXII DCCIII DCCCLXXV 973 1068 1252 1296 1590 | DCCCLXXII DCCCIX 1013 1130 1246 1470 1525 1895 | 15,407 XVI milia centum quadraginta XX,CXC XXII,DXX 24,810 29,250 30,330 37,620 | 997 1043 1294 1437 1575 1840 1904 2,325 | 1.18 1.18 1.18 1.18 1.17 1.17 1.17 1.16 |
Magnitudo Sectionis | MurusCrassitudo | UnitasPondus | SectioArea | SecundusMomentumAreae | RadiusGyratio | ElasticumModulus | PlasticumModulus | Constantes Torsionales | Area SuperficialisPer Metrum | |
D × B | t | M | A | I | r | Z | S | J | C | |
mm | mm | kg/m² | cm² | cm4 | cm4 | cm³ | cm³ | cm4 | cm³ | m²/m |
350 × 350 | sex.00 | 64.50 | 82.20 | XVI milia CLXX | hora quarta decima | 924 | 1058 | 24,650 | 1373 | 1.38 |
VIII.00 | 85.70 | 109.00 | XXI,CXXX | 13.90 | 1207 | 1392 | 32,380 | 1789 | 1.38 | |
10.00 | 106.00 | 135.00 | 25,880 | 13.90 | 1479 | 1715 | 39,890 | 2,185 | 1.37 | |
Hora duodecima | 127.00 | 161.00 | 30,440 | 13.80 | 1739 | 2030 | 47,150 | 2,563 | 1.37 | |
12.50 | 132.00 | 167.00 | 31,540 | 13.70 | 1802 | 2,107 | 48,930 | 2,654 | 1.37 | |
hora quarta decima | 146.00 | 186.00 | 34,790 | 13.70 | 1988 | 2,334 | 54,190 | 2,922 | 1.36 | |
14.20 | 148.00 | 189.00 | 35,210 | 13.70 | 2012 | 2,364 | 54,880 | 2,957 | 1.36 | |
hora sexta decima | 167.00 | 211.00 | 38,940 | 13.60 | 2225 | 2,630 | LX milia nongenti nonaginta | 3264 | 1.36 | |
hora 19.00 | 190.00 | 248.00 | 44,820 | 13.50 | 2,561 | 3055 | 70,760 | 3,744 | 1.35 | |
Hora XXII | 217.00 | 283.00 | 50,270 | 13.30 | 2,873 | 3460 | LXXX milia decem | 4,187 | 1.34 | |
25.00 | 242.00 | 318.00 | 55,320 | 13.20 | 3,161 | 3,845 | 88,750 | 4,595 | 1.34 | |
400 × 400 | VIII.00 | 97.90 | 125 | 31,860 | hora sexta decima | 1,593 | 1830 | 48,700 | 2,363 | 1.58 |
10.00 | 122.00 | CLV | 39,130 | 15.90 | 1956 | 2260 | LX milia nonaginta | 2,895 | 1.57 | |
Hora duodecima | 145.00 | CLXXXV | 46,130 | 15.80 | 2,306 | 2,679 | 71,180 | 3405 | 1.57 | |
12.50 | 152.00 | 192 | 47,840 | 15.80 | 2,392 | 2,782 | 73,910 | 3530 | 1.57 | |
hora quarta decima | 168.00 | 214 | 52,870 | 15.70 | 2,643 | 3087 | 81,960 | 3,894 | 1.56 | |
14.20 | 170.00 | 217 | 53,530 | 15.70 | 2,676 | 3,127 | LXXXIII,030 | 3,942 | 1.56 | |
hora sexta decima | 192.00 | 243 | 59,340 | 15.60 | 2967 | 3484 | 92,440 | 4,362 | 1.56 | |
XX.00 | 237.00 | trecenti | 71,540 | 15.40 | 3,577 | 4247 | 112,500 | 5,237 | 1.55 | |
Hora XXII | 251.00 | 327 | 77,260 | 15.40 | 3,863 | 4,612 | 122,100 | 5,646 | 1.54 | |
25.00 | 282.00 | 368 | 85,380 | 15.20 | 4269 | 5,141 | 135,900 | 6,223 | 1.54 | |
450 × 450 | Hora duodecima | CLXII | 209 | 66,460 | 17.80 | 2,954 | 3419 | 102,200 | 4,368 | 1.77 |
hora sexta decima | 213 | 275 | 85,860 | 17.70 | 3,816 | 4459 | 133,200 | 5,620 | 1.76 | |
hora 19.00 | 250 | 324 | 99,540 | 17.50 | 4424 | 5208 | 155,400 | 6,497 | 1.75 | |
Hora XXII | 286 | 371 | 112,500 | 17.40 | Quinque milia | 5,929 | 176,700 | 7,324 | 1.74 | |
25.00 | 321 | 418 | 124,700 | 17.30 | 5,544 | 6,624 | 197,200 | 8,101 | 1.74 | |
XXVIII.00 | 355 | 464 | 136,300 | 17.10 | 6058 | 7,292 | 216,800 | 8,832 | 1.73 | |
32.00 | 399 | 524 | 150,700 | Hora septima decima | 6,696 | 8,143 | 241,700 | 9,735 | 1.72 | |
500 × 500 | Hora duodecima | CLXXXI | 233 | 92,030 | 19.89 | 3,681 | 4248 | 141,200 | 5451 | 1.97 |
hora sexta decima | 238 | 307 | 119,300 | 19.71 | 4,771 | 5,554 | CLXXXIV,CCCC | 7,038 | 1.96 | |
hora 19.00 | 280 | 362 | 138,600 | 19.58 | 5,545 | 6,498 | 215,500 | 8,159 | 1.95 | |
Hora XXII | 320 | 415 | 157,100 | 19.44 | 6,283 | 7,411 | 245,600 | 9,222 | 1.94 | |
25.00 | 360 | 468 | 174,600 | 19.31 | 6,986 | 8,295 | 274,600 | 10,230 | 1.94 | |
XXVIII.00 | 399 | 520 | 191,300 | 19.18 | 7,653 | 9,149 | 302,600 | 11,180 | 1.93 | |
32.00 | 450 | 588 | 212,300 | hora 19.00 | 8,491 | 10,242 | 338,200 | 12,370 | 1.92 | |
36.00 | 498 | DCLIV | 231,700 | 18.82 | 9,269 | 11,283 | 372,000 | XIII milia quadringentorum septuaginta | 1.91 | |
550 × 550 | hora sexta decima | 263 | 339 | 160,400 | 21.75 | 5,833 | 6,769 | 247,300 | 8,616 | 2.16 |
hora 19.00 | 309 | quadringenti | CLXXXVI,DCCC | 21.62 | 6,793 | 7,930 | 289,500 | 10,010 | 2.15 | |
Hora XXII | 355 | 459 | 212,100 | 21.49 | 7,714 | 9,058 | 330,400 | 11,340 | 2.14 | |
25.00 | 399 | 518 | 236,300 | 21.35 | 8,594 | 10,150 | 370,100 | 12,610 | 2.14 | |
XXVIII.00 | 443 | 576 | 259,500 | 21.22 | 9,436 | 11,220 | 408,400 | 13,810 | 2.13 | |
32.00 | quingenti | DCLIII | 288,700 | 21.04 | Decem milia quingenti | 12,580 | 457,500 | 15,330 | 2.12 | |
36.00 | 555 | DCCXXVI | 316,100 | 20.86 | 11,500 | 13,890 | 504,400 | XVI milia septingenta quadraginta | 2.11 | |
40.00 | DCVIII | DCCXCIX | 341,800 | 20.68 | 12,430 | 15,140 | 549,000 | XVIII milia sexaginta | 2.10 |
Magnitudo Sectionis | MurusCrassitudo | UnitasPondus | SectioArea | SecundusMomentumAreae | RadiusGyratio | ElasticumModulus | PlasticumModulus | Constantes Torsionales | Area SuperficialisPer Metrum | |
D × B | t | M | A | I | r | Z | S | J | C | |
mm | mm | kg/m² | cm² | cm4 | cm4 | cm³ | cm³ | cm4 | cm³ | m²/m |
600 × 600 | 25.00 | 438 | 568 | 311,100 | 23.40 | 10,370 | Duodecim milia ducenti | 485,300 | XV milia ducenti triginta | 2.34 |
XXVIII.00 | 487 | DCXXXII | 342,100 | 23.26 | 11,410 | XIII milia quadringentorum nonaginta | 536,300 | XVI milia septingenta viginti | 2.33 | |
32.00 | 550 | DCCXVI | 381,600 | XXIII.VIII | 12,720 | 15,160 | 601,900 | XVIII milia sescenti | 2.32 | |
36.00 | DCXI | DCCXCVIII | 418,800 | 22.91 | 13,960 | XVI milia septingenta septuaginta | 664,900 | XX milia trecentorum septuaginta | 2.31 | |
40.00 | DCCLXXI | DCCCLXXIX | 453,900 | 22.73 | XV milia centum triginta | XVIII milia trecenta decem | DCCXXV,C | XXII milia triginta | 2.30 | |
700 × 700 | 25.00 | 517 | DCCLXVIII | 504,700 | 27.48 | XIV milia quadringentorum viginti | XVI milia octingenti quinquaginta | DCCXXXII,DCCLXXX | XXI,CCXL | 2.74 |
XXVIII.00 | 575 | DCCXLIV | 556,600 | 27.35 | 15,900 | XVIII milia sescenta septuaginta | 867,000 | XXIII,CCCLXXX | 2.73 | |
32.00 | DCLI | DCCCXLIV | 623,100 | 27.17 | XVII milia octingenti | XXI milia quadraginta | 975,800 | XXVI milia centum decem | 2.72 | |
36.00 | DCCXXIV | 942 | 686,500 | 26.99 | 19,610 | XXIII,CCCXXX | 1,081,000 | XXVIII milia septingenti | 2.71 | |
40.00 | DCCXCVII | 1039 | DCCXLVI,DCCCC | 26.81 | XXI,CCCXL | 25,540 | 1,182,000 | 31,160 | 2.70 |
Specificatio MaterialisEN100219 S275JR / J2H
EN100219 S355JR / J2H
Sinarum professionalis tubus sectionum cavarum rectangularium provisor
Officina nostra plus quam habetTriginta annorum experientia in productione et exportatione, exportans ad plus quam quinquaginta terras et regiones, ut Civitates Foederatas Americae, Canadam, Brasiliam, Chiliam, Nederlandiam, Tunisiam, Keniam, Turciam, Emiratus Arabes Uniti, Vietnamiam et alias terras.Cum valore capacitatis productionis fixo singulis mensibus, mandatis productionis magnarum copiarum clientium satisfacere potest..Nunc sunt centeni clientes cum fixis magnis ordinibus annuis..Si vis emere tubos rectangulares cavos, tubos chalybis carbonis humilis, tubos chalybis carbonis alti, tubos rectangulares, tubos rectangulares chalybis cartonei, tubos quadratos, tubos chalybis mixti, tubos chalybis inconsutiles, tubos chalybis carbonis inconsutiles, spiras chalybis, laminas chalybis, tubos chalybis praecisionis, et alia producta chalybis, nobiscum contactum fac ut tibi servitium peritissimum praebeamus, tempus et sumptus servamus!
Officina nostra etiam sincere agentes regionales in variis terris invitat. Plus quam sexaginta agentes exclusivi laminarum ferrearum, spirarum ferrearum, et tuborum ferreorum sunt. Si societas mercatoria externa es et optimos praebitores laminarum ferrearum, tuborum ferreorum et spirarum ferrearum in Sinis quaeris, nobiscum quaeso contactum fac. Ut tibi producta peritissima et summae qualitatis in Sinis praebeamus, quo negotium tuum melius ac melius fiat!
Officina nostra plurimum habetlinea productionis producti ferrei completaetDiligentissimus processus probationum productorum ad centum centesimas probationes producti confirmandas; maximeSystema logisticum completum traditionis, cum suo proprio vecturario,Plures sumptus translationis tibi conservat et centum centesimas mercium praestat. Involucrum et adventum perfectum.. Si optimae qualitatis laminae ferreae, spirae ferreae, tuborum ferreorum fabricatorem in Sinis quaeris, et plus in vectura logistica conservare vis, nobiscum quaeso contactum fac; nostra perita turma venditionum multilingualis et turma vecturae logisticae tibi optimum servitium productorum ferreorum praestabit ut productum qualitate centum pro cento confirmato accipias!
Optimum pretium pro tubis ferreis accipe.Nobis postulata tua specifica mittere potes, et turma nostra venditionum multilingua optimam tibi aestimationem praebebit! Cooperatio nostra ab hoc mandato incipiat et negotium tuum prosperius faciat!

Tubus spiralis chalybis carbonis SSAW, tubus chalybis sudatus

Tubus Chalybis Carbonis LSAW, Tubus Chalybis Soldatis

Tubi ferrei structurales sectionis quadratae cavae

Tubi ferrei carbonis sudati ad materias aedificatorias
