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By Mohamad Al Ali, Peter Platko

These are the lawsuits of the second 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 winning implementation and perfect suggestions of the 1st foreign convention ESaT 2015, ESaT 2016 was once equipped less than the auspices of the college of Civil Engineering, Technical collage of Košice, Slovak Republic in collaboration with the collage of Miskolc, Hungary. The convention occupied with a large spectrum of subject matters and topic components in civil engineering sciences. The lawsuits bringing new and unique advances and traits in a variety of fields of engineering sciences and applied sciences that accost a variety of teachers, scientists, researchers and execs from universities and perform. The authors of the articles originate from diversified international locations around the globe ensuring the significance, topicality, caliber and point of awarded results.

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Sample text

From Figure 1 it is clear that simple formula (10) gives practically the same results as more complicated one (8). It seems that for the Eurocodes EN 1993-1-1 and EN 1999-1-1 could be used the simplest formula (18) with α = 6, that means formula (19). These analytical results are compared in Table 1 with numerical results obtained by DLUBAL program DUENQ (English name SHAPE-THIN) which uses simplex method. Table 1 shows that computer program DUENQ gives the same results as formula (10). Formula (19) gives results which are slightly on safe side.

These analytical results are compared in Table 1 with numerical results obtained by DLUBAL program DUENQ (English name SHAPE-THIN) which uses simplex method. Table 1 shows that computer program DUENQ gives the same results as formula (10). Formula (19) gives results which are slightly on safe side. 393. 3 NUMERICAL EXAMPLE Simple supported beam loaded eccentrically by transverse force is investigated. 3 kN (this is action resistance FRd if (10) is used as a cri- Figure 1. Comparison of various solutions for resistance of rolled H-section under interaction of bending moment MEd and bimoment BEd.

Isledovanie pročnosti tonkostennych steržnej za predelom uprugosti. Izdateľstvo AN Ukrainskoj SSR. Kiev, (in Russian). J. Baláž, Mi. J. P. Koleková Department of Structural Mechanics, Faculty of Civil Engineering, STU in Bratislava, Slovakia ABSTRACT: The resistances of the I- or H-section to interactions of bending and torsion internal forces are missing in the current Eurocodes. New approach is proposed taking into account interaction of bending moment My,Ed and bimoment BEd. Solutions of various authors, different interaction diagrams and reduction factors are presented and compared.

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