Analisa Struktur Balok Gedung Hotel Santika Batam

Sudarson, Willim (2020) Analisa Struktur Balok Gedung Hotel Santika Batam. Project Report. Universitas Internasional Batam. (Submitted)

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Abstract

Kerja Praktek ini bertujuan untuk menganalisa dan merancang kekuatan struktur balok gedung hotel Santika Batam dalam menopang beban yang dihasilkan dari beban konstruksi maupun beban setelah konstruksi yang bekerja pada bangunan tersebut. Kegiatan Kerja Praktek dilakukan selama periode 4 Februari 2019 s.d. 4 Mei 2019. Luaran yang didapatkan dari kegiatan Kerja Praktek ini, adalah tata acara pelaksanaan pekerjaan, tahap-tahap dalam pembangunan sebuah struktur bangunan, hingga metode dalam melaksanakan perawatan pada sturktur gedung dan tata cara untuk membenahi kerusakan atau kegagalan struktur bangunan. Struktur balok beton pada as A’/4-6 di proyek pembangunan Gedung Hotel Santika Batam dibutuhkan balok berukuran 400mm x 850mm, dengan pembesian tulangan tumpuan (atas 10-D19, bawah, 5-D19), tulangan lapangan (atas 5-D19, bawah 5-D19), tulangan samping 2-D10 dan sengkang D10-200mm. Hasil analisa menunjukan bahwa pemasangan ukuran dan penulangan balok lantai 2 pada as A’/4-6 sudah dapat menahan beban dan gaya yang terjadi. ********************************************************************** This internship aims to analyze and design the strength of the Santika Batam hotel building beam structure in supporting the load resulting from the construction load and the post-construction load that works on the building. Internships are conducted during the period 4 February 2019 to May 4, 2019. The output obtained from this internship, is the procedure of the implementation of work, the stages in the construction of a building structure, to the method of carrying out maintenance in the structure of the building and procedures for fixing the damage or failure of the building structure. The 2nd floor concrete beam structure on grid A '/ 4-6 in the construction project of the Santika Hotel Batam Building requires 400mm x 850mm beams, with reinforcement support (top 10-D19, bottom, 5-D19), field reinforcement (top 5- D19, under 5-D19), 2-D10 side bars and D10-200mm cross-bars. The results of the analysis show that the installation of the size and reinforcement of the 2nd floor beam on grid A '/ 4-6 can withstand the load and force that occurs.

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