This Crown Factory project is located in a good soil.
Therefore, it will be easier to design with precast
prestressed slabs on grade. The design includes the
thickness of slabs and the needed prestressed post-tensioned
tendon and reinforcement. The precast panel will be
evaluated partly; it means each panel won’t influence
another panel. So, every panel will be connected with
contraction joint and silien as a glue connector. Because of
that, this slab is considered as secondary structure. Hence,
it’s a needed to design structural foundation as part of
resisting external forces such as earthquake, wind, and rain.
The structural foundation includes reinforcement pile cap
and pile.
Not only the design, this final thesis project also
identifies the appropriate precast erection method,
especially for slab, and calculating the loss of prestressed
that occurs from the erection.
Furthermore, this thesis will be analyzed the
foundation of machine that considered as dynamic
foundation. The design will includes calculating of pile cap
and pile
