Perencanaan Proyek Pembangunan Office Centre Anfen Jalan Pringgading – Semarang

Andre Andre, Stefen Sambuhak, David Widanto, Widija Suseno,





Abstract

AnFen Office Center building is used for office rentals, expected to be a place of business opportunity. The AnFen Office Center building includes office buildings that are used for professional business, administrative or commercial operations. This building has 5 floors with an area of ± 2023,44 m2. The roof of the building is planned using a concrete plate. The shear wall is planned to use the type of l frame wall from the ground floor to the 5th floor which aims to withstand the lateral force caused by the earthquake.

Calculation of structures in AnFen Office Center building using SNI 03-1726-2012 for earthquake resistant building count and SNI 03-2847-2002 for construction calculation. Lower structure planning includes pile foundation, pile cap, tie beam, while the top structure includes floor plate, column, beam, roof plate, ladder and shear wall. In the calculation of moments and reactions that work on this building using software SAP 2000 Version 17.2.0.

The result of design calculation of floor plate plate with thickness of 20 cm for ground floor plate and 12 cm for floor plate plate 1-5 up to roof plate. Design of beam design with dimensions B1 = 450 × 700, B2 = 300×550. Design planning column with design K1 = 800 x 800. Design planning pile foundation diameter 60 cm at a depth of 12 m.


Save to Mendeley



Keywords

Planning, Structure Building, Structure Analysis Program (SAP) V.17.2.0, Earthquake

Full Text:

PDF

References

Badan Pusat Statistik (BPS) (2017), Kota Semarang.

Callahan, M., (1992). “Contruction Project Scheduling”, Mc Graw Hill, New York.

GEC FT Unpar., (2005), Manual Pondasi Tiang Edisi 3, Bandung.

Https://www.google.co.id/maps/@6.9832193,110.42834,190m/data=!3m1!1. (Diunduh pada 6 juli 2017 pukul 13.20 WIB)

Https://finance.detik.com/berita-ekonomi- bisnis/3530708/semarang-penyangga-utama-pertumbuhan-ekonomi-jateng (diunduh pada 26 Oktober 2017 pukul 13.20 wib).

Https://semarangkota.bps.go.id/website/pdf_publikasi/Kecamatan-Semarang- Tengah-Dalam-Angka-2017.pdf (diunduh pada 26 Oktober 2017).

McCormac, J.C., (2004), “Desain Beton Bertulang Edisi Kelima Jilid 1”, Erlangga,Jakarta.

McCormac, J.C., (2004), “Desain Beton Bertulang Edisi Kelima Jilid 2”, Erlangga,Jakarta.

Meyerhof, G. G., (1976). Bearing capacity and settlement of pile foundations. J Geotech Eng Div 102:195–228.

Nottingham, L. C., (1975). Use of quasi- static friction cone penetrometer data to predict load capacity of displacement piles. Ph.D Thesis, University of Florida.

Pamungkas, A, dan Erny, H., (2013). Desain Pondasi Tahan Gempa, Andi, Yogyakarta.

Peraturan Beton Indonesia 1971 (PBI 71)., Dirjend Cipta Karya DPU 1971.

SNI 03-1726-2012, (2012), Tata Cara Perencanaan Ketahanan Gempa Untuk Struktur Bangunan Gedung. Bandung.

SNI 03-2847-2002, (2002), Tata Cara Perhitungan Struktur Beton untuk Bangunan Gedung. Bandung.

Soeharto, I., (1997). "Manajemen Proyek", Erlangga, Jakarta.

Wangsadinata, W., (1971). Peraturan Beton Bertulang Indonesia. Bandung.


DOI: https://doi.org/10.24167/gs.v2i1.1438

Article Metrics

Abstract viewed : 4 times
PDF files downloaded : 0 times

Refbacks

  • There are currently no refbacks.


View My Stats