| 摘要 |
Elongated carrier reinforcement elements (1) have the same width and staged lengths (7). The staggering correspond preferably to the double of the lengths (4) supported by re-inforced concrete elements. The tensile strength of the elongate elements is calculated so that each element (1) is submitted to the same strain by surface unit. In this way, for 75% of the constructions (houses, etc.) reinforcement adapted to different spans, consisting of reinforcement elements (1) arranged side by side are obtained. |
