Recentissimas specificationes et dimensiones trabis H ASTM detrahe.
ASTM A992 Trabes Ferreae Structurales cum Flange Lata W8x10 W12x26 W16x31
| Parametrum | Specificatio |
|---|---|
| Norma | ASTM A992 / A992M |
| Gradus Chalybis | ASTM A992 Chalybs Structuralis |
| Vis Cedendi | ≥ 50 ksi (345 MPa) |
| Robur Tensilis | 65–90 ksi |
| Typus Trabis | Trabs Latae Flange(Forma W) |
| Magnitudinis Intervallum | W8 – W40 |
| Longitudo | 6m / 9m / 12m vel secundum desiderium |
| Superficies | Niger / Pictus / Galvanizatus |
| Processus | Sectio, Perforatio, Soldatura |
| Elementum | Contentum |
|---|---|
| Carbonium (C) | ≤ 0.23% |
| Manganum (Mn) | 0.50 – 1.50% |
| Phosphorus (P) | ≤ 0.035% |
| Sulphur (S) | ≤ 0.045% |
| Silicium (Si) | ≤ 0.40% |
| Designatio | Profunditas h (in pollicibus) | Latitudo (in pollicibus) | Crassitudo telae (in) | Area Sectionalis (in²) | Pondus (lb/ft) | Ix (in⁴) | Iy (in⁴) | Wx (in³) | Va (in³) |
|---|---|---|---|---|---|---|---|---|---|
| L 4×13 | 4.16 | 4.06 | 0.28 | 3.8 | 13 | 11.3 | 3.9 | 5.5 | 1.9 |
| Latitudo 5×16 | 5.01 | 5.00 | 0.24 | 4.7 | 16 | 21.3 | 7.5 | 8.5 | 3.0 |
| L 5×19 | 5.15 | 5.03 | 0.27 | 5.5 | 19 | 26.2 | 9.1 | 10.2 | 3.6 |
| Latitudo 6×12 | 6.03 | 4.00 | 0.23 | 3.6 | 12 | 22.1 | 3.0 | 7.3 | 1.5 |
| Latitudo 6×15 | 5.99 | 5.99 | 0.23 | 4.4 | 15 | 29.1 | 9.3 | 9.7 | 3.1 |
| Latitudo 6×16 | 6.28 | 4.03 | 0.26 | 4.7 | 16 | 32.1 | 4.4 | 10.2 | 2.2 |
| Latitudo 6×20 | 6.20 | 6.02 | 0.26 | 5.9 | 20 | 41.4 | 13.3 | 13.4 | 4.4 |
| Latitudo 6×25 | 6.38 | 6.08 | 0.32 | 7.3 | 25 | 53.4 | 17.1 | 16.7 | 5.6 |
| Latitudo 8×10 | 7.89 | 3.94 | 0.17 | 2.9 | 10 | 30.3 | 2.1 | 7.8 | 1.1 |
| L 8×13 | 7.99 | 4.00 | 0.23 | 3.8 | 13 | 39.6 | 2.7 | 9.9 | 1.4 |
| Latitudo 8×15 | 8.11 | 4.02 | 0.245 | 4.4 | 15 | 48.0 | 3.4 | 11.8 | 1.7 |
| Latitudo 8×18 | 8.14 | 5.25 | 0.23 | 5.3 | 18 | 61.9 | 8.0 | 15.2 | 3.0 |
| L 8×21 | 8.28 | 5.27 | 0.25 | 6.2 | 21 | 75.3 | 9.8 | 18.2 | 3.7 |
| Latitudo 8×24 | 7.93 | 6.495 | 0.245 | 7.1 | 24 | 82.8 | 18.3 | 20.9 | 5.6 |
| Latitudo 8×28 | 8.06 | 6.535 | 0.285 | 8.3 | 28 | 98.0 | 21.7 | 24.3 | 6.6 |
| L 8×31 | VIII.00 | 7.995 | 0.285 | 9.1 | 31 | 110 | 37.1 | 27.5 | 9.3 |
| Latitudo 8×35 | 8.12 | 8.02 | 0.31 | 10.3 | 35 | 127 | 42.6 | 31.2 | 10.6 |
| Latitudo 8×40 | 8.25 | 8.07 | 0.36 | 11.7 | 40 | 146 | 49.1 | 35.5 | 12.2 |
| Latitudo 8×48 | 8.50 | 8.11 | 0.40 | 14.1 | 48 | CLXXXIV | 60.9 | 43.3 | 15.0 |
| Latitudo 8×58 | 8.75 | 8.22 | 0.51 | 17.1 | 58 | 228 | 75.1 | 52.0 | 18.3 |
| L 8×67 | Hora nona | 8.28 | 0.57 | 19.7 | 67 | 272 | 88.6 | 60.4 | 21.4 |
| Latitudo 10×12 | 9.87 | 3.96 | 0.19 | 3.5 | 12 | 53.8 | 2.2 | 10.9 | 1.1 |
| Latitudo 10×15 | 9.99 | 4.00 | 0.23 | 4.4 | 15 | 68.9 | 2.9 | 13.8 | 1.5 |
| Latitudo 10×17 | 10.11 | 4.01 | 0.24 | 5.0 | 17 | 81.9 | 3.6 | 16.2 | 1.8 |
| L 10×19 | 10.24 | 4.02 | 0.25 | 5.6 | 19 | 96.3 | 3.0 | 18.8 | 2.1 |
| Latitudo 10×22 | 10.17 | 5.75 | 0.24 | 6.5 | 22 | 118 | 11.4 | 23.2 | 4.0 |
| Latitudo 10×26 | 10.33 | 5.77 | 0.26 | 7.6 | 26 | 144 | 14.1 | 27.9 | 4.9 |
| Latitudo 10×30 | 10.47 | 5.81 | 0.30 | 8.84 | 30 | CLXX | 16.7 | 32.4 | 5.8 |
| L 10×33 | 9.73 | 7.96 | 0.29 | 9.71 | 33 | CLXX | 36.6 | 35.0 | 9.2 |
| L 10×39 | 9.92 | 7.985 | 0.315 | 11.5 | 39 | 209 | 45.0 | 42.1 | 11.3 |
| Latitudo 10×45 | 10.10 | 8.02 | 0.35 | 13.3 | 45 | 248 | 53.4 | 49.1 | 13.3 |
| L 10×49 | 9.98 | 10.00 | 0.34 | 14.4 | 49 | 272 | 93.4 | 54.6 | 18.7 |
| Latitudo 10×54 | 10.09 | 10.03 | 0.37 | 15.8 | 54 | 303 | 103 | 60.0 | 20.6 |
| Latitudo 10×60 | 10.22 | 10.08 | 0.42 | 17.6 | 60 | 341 | 116 | 66.7 | 23.0 |
| Latitudo 10×68 | 10.40 | 10.13 | 0.47 | 20.0 | 68 | 394 | 134 | 75.7 | 26.4 |
| L 10×77 | 10.60 | 10.19 | 0.53 | 22.6 | 77 | 455 | CLIV | 85.9 | 30.1 |
| Latitudo 10×88 | 10.84 | 10.27 | 0.605 | 25.9 | 88 | 534 | CLXXIX | 98.5 | 34.8 |
| Latitudo 10×100 | 11.10 | 10.34 | 0.68 | 29.4 | centum | DCXXIII | 207 | 112 | 40.0 |
| Latitudo 10×112 | 11.36 | 10.415 | 0.755 | 32.9 | 112 | DCCXVI | 236 | 126 | 45.3 |
Preme bullam ad dextram
Aedificia Ferrea Structuralia
Officinae et Horrea Industrialia
Constructio Pontis
Instrumenta et Suggestus Subsidii
1. Fabricator Trabium Ferrearum Famae in Sinis
2. Pretia officinarum favorabilia
3. Plena magnitudinis series praesto est
4. Auxilium ad fabricationem consuetudinariam
5. Traditio globalis cum celeritate
6. Experientia exportationis ad Americam Septentrionalem, Asiam Meridionalem-Orientalem, Americam Latinam.
Involucrum Trabes nostrae ferreae structurales ad normas internationales involucrontur ad transportationem tutam.
Fasciculi cingulorum ferreorum
Tegumentum impermeabile
Stipites lignei sustentantes
Vectura continentis vel navis magnae quantitatis
Onus tutum et celerem ad portus orbis terrarum traditionem praebemus.
Ad quid adhibetur chalybs ASTM A992?
Chalybs ASTM A992 vulgo adhibetur ad trabes latas alas in constructione chalybis structuralis, inter quas aedificia, pontes et officinae industriales.
Quid est firmitas elasticitatis chalybis ASTM A992?
Minimum firmitatis cessionis ferri structuralis ASTM A992 est 50 ksi (345 MPa).
Num trabes ferreae A992 ad mensuram adhiberi possunt?
Ita. Officia secanda, perforanda, ferruminanda, et galvanizanda secundum delineationes emptorum praebemus.
Quae magnitudines trabium W praesto sunt?
Magnitudines communes sunt W8, W10, W12, W14, W16, W18, W21, W24, W27, W30, W36, et W40.
Trabesne ad opera exportationis praebetisne?
Ita. Nostra producta per orbem terrarum exportantur et normas internationales ferri structuralis congruunt.
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