This article
intends to compare the design of reinforced concrete beams to shear force according to STAS 10107/0-90, EN 1992-1-1:2004, ACI 318M-08,
NZS 3101-2006. In particular we will be interested in the transition from STAS 10107/0-90 to SR EN 1992-1-1:2004 and the resulting consequences.