The first part of the report is devoted to linear elements (beams, columns) and includes chapters on shear and flexure in beams, ultimate limit state design of

The 1996 FIP Recommendations Practical Design of Structural Concretewere finally published by SETO in September 1999. They had been developed based on the 1990

Serviceability limit states are essential for appropriate function and durability of concrete structures. The attention is paid especially to the stress limitat