STRUCTURE PLAN BUILDING PLAZA HOTEL AND THE shopping C'ONE REINFORCED WITH CONCRETE

FADLY APRIAL RAMDHANY

Abstract


 Structural design of reinforced concrete on the
building structure regulations shall establish minimum re-
quirements relating to the security aspect while supporting
the work load (dead load, live load, earthquake load, etc.).
The purpose of planning the structure of this building is a
reinforced concrete structure plan components based on ex-
isting regulations and must meet criteria such as strength,
stiness, stability, security against earthquakes, as well as
economic considerations. In analyzing the structure, calcu-
lation of loads and internal forces is done by a computer pro-
gram SAP 2000 V11. The structure of this building stands
on land currently in the earthquake zone 4 which consists
of 5
oors and a basement with the building length 136 m,
width 21.4 m and 20.15 m high building Planning earth-
quakes analyzed by the method of nominal static equivalent
earthquake load. On structural components, planning
oor
plate using two-way slab systems, beams planning to use
a square beam analysis, planning eld in terms of struc-
tures with stieners, as well as planning the type of foun-
dation used drill foundation pile and carrying capacity of
the test data using the N-SPT (Meyerho method), As for
planning pile cap using the boundary force method. In
the calculation results, obtained the
oor slab reinforce-
ment direction x for the support obtained for 10-100 and
D13-250 gained ground, while for the y direction for the
pedestal reinforcement obtained for 10-120 and D13-250
gained ground. Calculation of beam reinforcement obtained
on the pedestal 4D19 cross bar 10-150 and reinforcement
obtained 3D19 cross bar 10-150 on the ground. The cal-
culation of structures with stieners elds reinforcement
obtained 16D19 with the cross bar D13-200. For planning
group pole (pile cap) 2400x900x700mm sized pile cap rein-
forcement obtained for the whole set D16 - 90 on the long
side or short side, as well as to drill pile reinforcement used
8D16 main reinforcement with cross bar 10-200 mounted
spiral.

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