摘要：The paper analyses the influence of eccentricity on the bearing capacity of a connection of an in plane steel truss girder. The numerical analysis is conducted on an in plane truss girder with specific dimensions of elements and full rigid connection of inner elements with upper and lower band. The design load combination is consisted of self weight and live load as concentrated forces applied in of the upper band. The eccentricity is applied in the upper, lower band and in both upper and lower band as a percentage of the height of the upper band section. For the different selected eccentricities the bearing capacity of a connection of a truss in the joint with the biggest tensile and compressive force, which is in the first panel, is observed. The change in bearing capacity in connection to the eccentricity caused by the overlap and separation of elements is measured and compared to euro codes with no dimensional diagrams.
其他摘要：U radu se analizira utjecaj ekscentriciteta na nosivost priključka ravninskih čeličnih grednih rešetkastih nosača. Numerička analiza je provedena na konkretnom ravninskom rešetkastom nosaču s unaprijed odabranim dimenzijama nosača, a pretpostavljena je po
