This Study represents compatibility on Cold formed
steel in I-Section beams and C-section beams with variable
length parameters was 1000mm, 1500mm, 2000 mm under
simply supported end condition subjected to uniformly distributed
loading. The Cold formed steel is of shell type in Numerical
simulation is carried out using the Software ABAQUS. For
validation the series of parameters studies have been carried out
using the numerical model of different parameters, such as the
effect of length, width, thickness. CFS I-Section steel in various
thickness of 1mm, 2mm, 3mm and 4mm with same loading
conditions. CFS C-Section steel in various uneven flange width
such as 500mm at the top flange and bottom flange of different
width such as 400mm, 300mm, 200mm respectively in variable
lengths with various loading conditions and with the thickness of
about 1mm. For both I-Section and C-Section Beams the
Effective Length ranges, MISES(max and min) and
deflections(max and min) were taken for the analyse of the
Sections. This study gives the way of finding the effective Section
by the analysis of behaviour of I-Section beam and C-Section
beam through the deflection results in various length variations
in the beam Section using the ABAQUS software for finding the
Structural behaviour in the more accuracy manner by applying
meshing more finer for the Element Section in the Analyse of
beam. The loading condition and the supporting condition
applied to the beam section in different loading for getting the
effective Section. For further stability in effective section we can
use different types of connection.
Effect of bottom flange cleat on integrated precast slab and column panel using cold-formed steel
