This diploma paper presents the design process of an office building. The building has four floors and they vary in usability. The horizontal stiffness is provided by moment frames in boath in both main axes. The floor structure is represented by a composite slab. Two basis joint types are constructed and designed.
Global analysis of construction is entirely made in two-dimensional model. In the calculations, second-order elastic analysis with geometric imperfection is included, where the inclination of the construction is 1,95 mm/m.
In this diploma paper basic of the construction and joints are made.