DETERMINATION OF THE LIMIT HEIGHT OF THE COMPRESSED ZONE OF STEEL-CONCRETE COMPOSITE SECTIONS

Abstract

A brief review of power resistance of cross sections with a complex composition was made using the examples of steel-concrete composite structures. The features and difficulties that appear when calculate steel- concrete composite structures, materials of which have different strength characteristics, are noted. The proce­dure for calculation the limit height of the compressed zone for steel-concrete composite beam section is given.

Keywords

• concrete, steel, reinforced concrete, steel-concrete composite structure, height of compressed zone