HRB400E Classis III seismic deformatus ferro
depictio producti
HRB400E Gradus III vectis chalybis seismic deformatus maxime adhibitus est ut chalybs aedificatur.Cur regio infrastructuram exsequi debet?Infrastructura consummationem industriarum traditionalium sicut ferrum et caementum expellet.Rebar reparatio est constructio principalissima consumables.Inter eos, magna infrastructura incepta sunt ut Tres Gorges Dam et cuniculum omne opus rebare sustinent.Ad vim compressivam pavimenti augendam in viis negotiatoriis cum frequenti vehicularum gravium commercio, saepe stratum est filo et concretum, quod melius est quam vis compressiva bituminis stratae.
Rebar plerumque in concretis aucti.Verberum munus eius est vim frictioni augere, ut rebar et concretus simul mordere et totum efformare possint.Vim externam sub actione, phaenomenon jerking non producet, et concretae vires emendavit.
Applicationem
| Type | Error(mm) | Crux area sectione transversali(mm²) | Theoretical pondus(kg/m) | 9Mweight(kg) | 12Mweight(kg) | |||||||
| 6Φ | ±0.3 | 28.27 | 0.222 | 1.998 | 2.664 | |||||||
| 8Φ | ±0.4 | 50.27 | 0.395 | 3.555 | 4.740 | |||||||
| 10Φ | ±0.4 | 78.54 | 0.617 | 5.553 | 7.404 | |||||||
| 12Φ | ±0.4 | 113.10 | 0.888 | 7.992 | 10.656 | |||||||
| 14Φ | ±0.4 | 153.90 | 1.210 | 10.890 | 14.520 | |||||||
| 16Φ | ±0.4 | 201.10 | 1.580 | 14.220 | 18.960 | |||||||
| 18Φ | ±0.4 | 254.50 | 2.000 | 18.000 | 24.000 | |||||||
| 20Φ | ±0.5 | 314.20 | 2.470 | 22.230 | 29.640 | |||||||
| 22Φ | ±0.5 | 380.10 | 2.980 | 26.820 | 35.760 | |||||||
| 25Φ | ±0.5 | 490.90 | 3.850 | 34.650 | 46.200 | |||||||
| 28Φ | ±0.6 | 615.80 | 4.830 | 43.470 | 57.960 | |||||||
| 32Φ | ±0.6 | 804.20 | 6.310 | 56.790 | 75.720 | |||||||
| 36Φ | ±0.6 | 1018.00 | 7.990 | 71.910 | 95.880 | |||||||
| 40Φ | ±0.7 | 1257.00 | 9.870 | 88.830 | 118.440 | |||||||
| 50Φ | ±0.8 | 1964.00 | 15.420 | 138.780 | 185.040 | |||||||
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