PERENCANAAN PEMBANGUNAN GEDUNG KANTOR SMA PLUS NEGERI 17 PALEMBANG
Daftar Isi:
- This final report is entitled ” Building Planning State of Senior High School 17 Palembang”. The main aim of this final report are to design and calculate the plans of building structure. The data were collected through documentations, observation and analyzed by using SNI 03-2847-2002 “Tata Cara Perhitungan Struktur Beton untuk Bangunan Gedung”, “Tata Cara Perhitungan Struktur Baja untuk Bangunan Gedung” and “Peraturan Pembebanan Indonesia Untuk Bangunan Gedung 1983”. The calculation of planning through several steps : Calculation of roof, floor plate, stairs, beam, colum, sloof and calculation of foundation. The result show the thickness of plate is 10 cm, stairs construction using plate has the thickness is 12 cm. The dimension of beam is 300/500 mm for first floor, 250/400 mm for second floor, 200/300 for third and fourth floor. Dimension of column 350/350 mm for first floor, 300/300 mm for second floor, 250/250 mm third floor and 200/200 mm for fourth floor. The dimension of sloof is 300/400 mm. The foundation used driven pile with 300/300 mm for the dimension, with 14,8 m depth. Based on the calculation, writers can concluded that the structure is safe and eligible. And writers suggestion is in planning structure, the data and drawing must be complete and also the calculating must be accurate.