摘要：This article presents codified design of joints in steel truss girders, according to [1] and [2]. Rules in [1] which refers on welded joints in steel truss girders are specific and valid in very limited conditions. Therefore, it is given a review of those limitations and the procedure of calculation of joint resistance. The application of rules given in [1] is ilustrated on numerical example of steel truss girder, which consists of rectangular hollow sections with direct welding braces members on members of chord.
其他摘要：U radu se obrađuje kodificirani proračun priključaka rešetkastih čeličnih nosača prema [1] i [2]. Pravila iz [1] koja se odnose na zavarene priključke u čeličnim rešetkastim nosačima su specifična i vrijede u vrlo ograničenim uvjetima, stoga se daje prika
