ANALISIS STRUKTUR BANGUNAN TERHADAP ELEMEN HORIZONTAL PADA GEDUNG PENYIMPANAN KPK JAKARTA

Abstract

A storage building is a structure that has specified requirements for usage as a container or location and
a high load value. As a result, it is crucial to check or examine the building's structure. There are two separate
parts to the building structure, one of which is horizontal. Elements that bear loads working transversely and
transfer the load to a supporting column are known as horizontal elements, sometimes known as bending elements.
It is crucial to assess the safety of horizontal elements like beams and slabs since they serve as the floor's bonding
and reinforcing frames in superstructures. This final project attempts to assess the shear forces and moments
applied to the floor slabs and beams, the reinforcement ratio applied to the beams, and the beam deflections that
result. The presentation in this study makes use of ETABS v.17.0.1 software and secondary data. The 3rd floor
has the largest shear force in the X direction with a value of 59.3292 kN and the largest moment in the X direction
with a value of 128.9298 kN-m, while the 3rd floor has the largest shear force in the Y direction with a value of
47.1916 kN and the largest moment in the Y direction with a value of 92.7026 kN-m. According to the result of
ETABS v.17.0.1, the beam reinforcement ratio is 0.82 percent, and the maximum deflection permit limit formula
uses SNI 2847:2019 to get the permitted deflection value of 25 mm.