Their appearance is octagonal form in relation to the axial shape of the tread and has a higher strength and strength in terms of resistance to A1 and A2 rebar.
The rebar is designated with a yield stress of 4,000 kg / m2 and a failure stress of 6,000 kg / m2 and a 14% plastic deformation and is considered a dry rebar. Most and best use of this rebar as main structures including longitudinal bars and columns.
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