Resistance tables of IPE beam-to-beam connections with extended end plate

V svoji diplomski nalogi sem poračunal nosilnosti vijačenih stikov IPE nosilcev s podaljšano čelno pločevino, z uporabo komponentne metode. Najprej sem na splošno predstavil katere kontrole je potrebno upoštevati pri dimenzioniranju tega spoj. Ugotovil sem, da je potrebnih 15 kontrol. Nato sem se osredotočil na svoj primer, in sicer na spoj prečka - preča. Nosilnost stika določim na podlagi 4 kontrol, in sicer kontroliram upogib čelne pločevine, natezno nosilnost vijakov, natezno in tlačno nosilnost stojine nosilca. V drugem delu diplome sem po korakih predstavil postopek računanja, ki mu bo sledil zgled z vsemi računi. Rezultate izračunanih spojev z različnimi nosilci, kvalitetami jekla in številom vijakov sem predstavil v tabelah nosilnosti v prilogi C.In this thesis the resistance of bolted connections of IPE profiles with extended end plates were analysed by the component method. This thesis begins with the presentation of required design checks for the design of bolted column-to-beam connection. There are 15 checks for his kind of connection. The analysis of beam-to-beam connection is presented after that. There are only 4 design checks for determining the resistance of this kind of connection, namely the end plate in bending, the beam web in transverse tension, the beam flange in transverse compression. The second part of thesis represents the design procedure for the calculation of beam-to-beam connection with the example. The results of the analysed connections with different beam sizes, steel grades and number of bolts are represented in tables in Appendix C