STUDI PERENCANAAN ALTERNATIF GEDUNG LABORATORIUM TERPADU DENGAN METODE KOMPOSIT UNIVERSITAS JEMBER

Abstract

Planning on buildings with many floors requires the structure of the building to be safe
and avoid the failure of structures that can cause financial and psychological losses. One
of the most important stages of structural planning is the selection of implementation
methods and materials on the structure itself, in this case the focus on this research is an
alternative study for buildings with many floor numbers. The integrated laboratory
building of the University of Jember has a floor of 7 floors with concrete structure. The
method used in this research is an alternative method of using a composite structure,
which utilizes the strength of steel in terms of carrying the burden of working and
utilizing the fire-resistant, concrete properties that are easily obtained. The initial stage
of the study was to plan a thick floor plate that corresponds to the load and obtained a
thick 130 mm floor plate then continued to plan the last beam and column was the
Foundation planning to assume the building and load working on the building. The final
result of the study gained the use of the WF profile steel 300.300.10.15 in the column and
WF 700.300.13.24 the parent beam, WF 350.175.7.11 the beam which between the
columns and the beam using a semi-rigidconnection, on the child and mains beam
connection using a simple connection connection while the foundation uses bore pile with
a depth of 20 meters.
Keyword: Composite Structure, WF Profile, Bore Pile Foundation