EVALUASI PERANCANGAN KOLOM BETON BERTULANG DENGAN METODE ELEMEN HINGGA
ABSTRACT: The design of a
column is performed particularly to prevent any excessive deformation when it
is used to support working load, and still have sufficient safety and reserve
strength to withstand the load and stress without experiencing the collapse.
The process of design or analysis generally begins with a compliant againt
flexure, and the other requirements such as shear, crack, anchorage length were
so that all requirment satisfied. The aim of this research is to get the stress
of reinforced concrete column using the finite element method, so that it can
get an evaluation of the design of reinforced concrete columns by comparing the
stress design with the stress obtained from the finite element method. The
calculations result shown that the enlargement deflection in horizontal
direction is greater than the value of the enlargement deflection in vertical
direction, that cause of the influence of axial forced and bending moment. From
the results of stress analysis in steel and concrete by using the finite
element method has a value less than fy and f'c used in the design. This shows
the reinforced concrete column can withstand a greater load than the load value
which was assumed the column on the balance condition.
Penulis: Bayzoni, Laksmi
Irianti, Vera Chania Putri
Kode Jurnal: jptsipildd160709