@article { author = {Mansouri, B. and Montazer Hojat, H.}, title = {A Statistical Analysis of the Mechanical Properties of the Beam 14 in Lines 630 and 650 of Iran National Steel Industrial Group}, journal = {International Journal of Iron & Steel Society of Iran}, volume = {13}, number = {2}, pages = {40-45}, year = {2016}, publisher = {Iron & Steel Society of Iran}, issn = {2981-0388}, eissn = {2981-0396}, doi = {}, abstract = {Structural steel sections are mainly used in beams and columns of building frames. Iran National Steel IndustrialGroup is among the oldest and largest producers of beams in Iran. It has two beam production lines, namely Line630 and Line 650. In this study, the mechanical properties of manufactured beams in these production lines werecompared. Based on the t-test results, the elongation is significantly higher in Line 650 products while tensilestrength is higher in Line 630. However, the two lines do not show any significant differences in the yield stress.Mann-Whitney test was also used to determine if one of the mechanical properties significantly differs in the twolines products. Based on the test, the tensile strength, elongation and yield stress were significantly different inthe two production lines. According to the Levene and Fisher test, Line 650 products were more homogeneousin terms of the tensile strength and yield stress while Line 630 products were more homogeneous with regardto elongation. Moreover, the length of the production line and the cooling time seem to affect the mechanicalproperties. In addition, an inverse relationship between tensile strength and beam elongation was observed in thisstudy.}, keywords = {Beam,Mechanical properties,Student's t tests,Mann-Whitney test,Levene test}, title_fa = {A Statistical Analysis of the Mechanical Properties of the Beam 14 in Lines 630 and 650 of Iran National Steel Industrial Group}, abstract_fa = {}, keywords_fa = {}, url = {https://journal.issiran.com/article_23713.html}, eprint = {https://journal.issiran.com/article_23713_1b337fd4f9e42cec1f8be054dfaf0984.pdf} }