By Mohamad Al Ali, Peter Platko
These are the complaints of the 2d foreign convention on Engineering Sciences and applied sciences (ESaT 2016), held from twenty ninth of June until eventually the first of July 2016 within the scenic excessive Tatras Mountains, Tatranské Matliare, Slovak Republic. After the profitable implementation and ideal suggestions of the 1st foreign convention ESaT 2015, ESaT 2016 used to be prepared less than the auspices of the college of Civil Engineering, Technical college of Košice, Slovak Republic in collaboration with the collage of Miskolc, Hungary. The convention interested by a large spectrum of themes and topic parts in civil engineering sciences. The complaints bringing new and unique advances and traits in numerous fields of engineering sciences and applied sciences that accost quite a lot of teachers, scientists, researchers and pros from universities and perform. The authors of the articles originate from diversified nations around the globe ensuring the significance, topicality, caliber and point of offered results.
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Additional info for Advances and Trends in Engineering Sciences and Technologies II: Proceedings of the 2nd International Conference on Engineering Sciences and ... Tatranské Matliare, Slovak Republic
13 ACKNOWLEDGEMENT This research was supported by the Ministry of Education and Science of Republic of Serbia through Grants TR35024, OI174004 and by European regional development fund and Slovak state budget by the project “Research Centre of the University of Žilina”—ITMS 26220220183. , Savić, Z. 2014. Methodology for repairing defects on internal surfaces of cranks of guide vane apparatus in hydroelectric generating set at hydropower plant Djerdap 1. Structural Integrity and Life 14(2): 121–124.
In some cases the shear stress τt,Ed is not negligible. It is important to note that in some cases when beam is under combined bending and torsion the serviceability limit state may be critical when the size of twist rotation is big and not the ultimate limit state. The second order theory of torsion should be used when the size of twist rotation is big. The criterion (15) could be chosen for standard purposes if the influence of shear stresses in the I- or H-section on the cross-section resistance is negligible.
Figure 2. a) Analysed plan of flat slabs (left), b) Alternative definition of the coefficient β (right). 16 Table 1. Coefficient k dependence on the ratio of the column dimensions c1 and c2. Table 2. 80 Comparison of the coefficient β for columns (hd = 200 mm, slab overhangs—1750 mm). 15 β = 1+ k M Ed u1 ⋅ VEd W1 (5) Where: u1 is the length of the basic control perimeter; MEd—unbalanced bending moment; k is a coefficient dependent on the ratio of the column dimensions c1 and c2: this value represents proportion of the unbalanced bending moment transferred by shear into column (according to EN 1992-1-1:2004/AC (2010)).
Advances and Trends in Engineering Sciences and Technologies II: Proceedings of the 2nd International Conference on Engineering Sciences and ... Tatranské Matliare, Slovak Republic by Mohamad Al Ali, Peter Platko