The criterion of reliability-compulsory minimal eccentricity was verified by axially loaded columns which were unsymmetrical reinforced. By design of concrete columns a condition of min eccentricity (e_(min)= h/30 resp. 20 mm) has to be fulfilled to decrease the column resistance defined by normal force N_(Rd). This condition was supposed to increase a level of reliability of axially loaded columns but it should be substituted by restriction of normal force as it was in previous Slovak and British code. In a case of unsymmetrical cross-section or section reinforced with asymmetrical reinforcement, this requirement is not accurate as in some cases the application of the condition 6.1(4) STN EN 1992-1-1 leads to decrease of the design reliability. Results of theoretical and experimental analysis are content of our contribution.
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机译：通过轴向装载的柱验证可靠性强制性最小偏心的标准，其是非对称的增强的。 通过混凝土柱的设计，必须满足最小偏心（E_（MIN）= H / 30.2mm）的条件以降低由正常力N_（RD）定义的柱电阻。 该条件应该增加轴向装载柱的可靠性水平，但它应该被正常力的限制替换，因为它在之前的斯洛伐克和英国代码中。 在不对称增强的不对称横截面或段的情况下，该要求在某些情况下，在某些情况下，条件6.1（4）STN 1992-1-1992-1-1992-1-1992-1-1992-1-1992-1-1992-1-1的应用不准确。 理论和实验分析的结果是我们贡献的内容。
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