ANALISIS PERBANDINGAN RASIO RESISTENSI PENAMPANG PADA KOLOM, BALOK DAN GORDING DENGAN METODE EUROCODES DAN PROGRAM SAP 2000 V.14

Steel frame planning can be designed to depend on the shear force, bending moment and axial force acting on steel structures. Therefore, we must know the loading that can be assumed by the profile that will be used in.This analysis calculates the comparison between the Eurocodes method and programs, on structural planning using the steel frame zeds and cees profile that will be calculated for column, beam and gording and minimum yield Stress (fy) of 550 Mpa, in this analysis comparison using the eurocodes method and the programs obtained a percentage ratio of the average 104,63 % and the difference between the avarage ratio 0,031. The analysis is carried out from the ratio of resistance ratio.By knowing the design concepts and calculations that are correct both the steel is expectec to provide an efficient considederation for consumers in determining the selection of material.