cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
-
Contact Email
-
Phone
-
Journal Mail Official
-
Editorial Address
-
Location
Kota makassar,
Sulawesi selatan
INDONESIA
FORUM BANGUNAN
Published by Universitas Negeri Makassar
ISSN : 14129957     EISSN : 27455378     DOI : -
Core Subject : Education,
Other
Arjuna Subject : -
Articles 6 Documents
 1 
Search results for , issue "Vol 10, No 2 (2012)" : 6 Documents clear
PENGGUNAAN ALAT PILE DRIVING ANALYZER DALAM MENENTUKAN DAYA DUKUNG TIANG PANCANG MAMMING, IDHIL
FORUM BANGUNAN Vol 10, No 2 (2012)
Publisher : Universitas Negeri Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

The purpose of the Pile Driving Analyzer Testing (PDA) Test is a static test of single pile bearing capacity. PDA test is conducted after 7 days fixing the time, so the soil has time to return to normal. While the drill pile is done after the drill reached the age of 21 days, so that when the head is struck, the pole is not easily broken. The results of the PDA Test by using the "Case Method" are the carrying capacity of a single pile, integrity or wholeness and connection pole and the efficiency of energy transfer punch hammer / tool saplings.
PENENTUAN ARAH DAN KECEPATAN AIR TANAH DANGKAL DISEKITAR BANGUNAN DENGAN MENGGUNAKAN TEKNIK SUMUR TUNGGAL ., SUGIARTO; ., MARDIANA
FORUM BANGUNAN Vol 10, No 2 (2012)
Publisher : Universitas Negeri Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

The problem of ground water is a thing often becomes an obstacle for civil engineers in planning a construction project carefully and thoroughly. Therefore it is necessary for a study that could provide clear information on the state of the local ground water in order to produce a more accurate planning. The purpose of this study is to determine the direction and velocity of shallow groundwater wells using a single technique and combined with a radioactive tracer technique. In a single well technique, used as a tracer radioactive I 131 (tracer) and a drill wells as observation wells. This research was carried out behind the building and geothermal hydrology group P3TIR Nuclear Energy Agency Cinere Pasar Jumat Street, South Jakarta. In this study, groundwater velocity values obtained at 0, 5 cm / h and direction of groundwater flow westward. 
STUDI TINGKAT PENCAHAYAAN ALAMI PADA RUANG KULIAH JURUSAN PENDIDIKAN TEKNIK SIPIL DAN PERENCANAAN FAKULTAS TEKNIK UNIVERSITAS NEGERI MAKASSAR RAPUN, MARKUS; SAMPEBUA, ONESIMUS
FORUM BANGUNAN Vol 10, No 2 (2012)
Publisher : Universitas Negeri Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Penelitian ini bertujuan untuk mengetahui tingkat pencahayaan alami dalam ruang kuliah EJ Jurusan Pendidikan Teknik Sipil dan Perencanaan Fakultas Teknik Universitas Negeri Makassar dalam rangka menciptakan suasana ruang kuliah yang nyaman dan sehat dengan adanya pencahayaan alami yang sesuai standar. Objek dalam penelitian ini adalah ruang kuliah EJ Jurusan Pendidikan Teknik Sipil dan Perencanaan Fakultas Teknik Universitas Negeri Makassar.Metode yang digunakan untuk pengumpulan data dalam penelitian ini yaitu melakukan pengukuran langsung pada beberapa titik yang telah ditentukan dangan menggunakan alat ukur lux meter. Berdasarkan hasil analisis data yang diperoleh dari pengukuran kemudian dihitung nilai rata-rata tingkat pencahayaannya menunjukkan bahwa pada kondisi langit cerah = 162,8 lux, pada kondisi langit berawan = 96,7 lux, dan pada kondisi langit mendung = 40,1 lux, dengan demikian distribusi pencahayaan alami pada ruang kuliah EJ Jurusan Pendidikan Teknik Sipil dan Perencanaan Fakultas Teknik Universitas Negeri Makassar belum mencapai standar pencahayaan ruang kuliah yang disarankan yaitu sebesar 250 lux, untuk itu diperlukan pencahayaan buatan untuk memenuhi kebutuhan pencahayaan ruang kuliah EJ Jurusan Pendidikan Teknik Sipil dan Perencanaan Fakultas Teknik Universitas Negeri Makassar.
PENGARUH SERAT CACAHAN LIMBAH PLASTIK POLYETHYLENE TEREPHTHALATE TERHADAP KUAT TARIK BETON UNTUK BANGUNAN ., HASRIANA; ., EFRAIM
FORUM BANGUNAN Vol 10, No 2 (2012)
Publisher : Universitas Negeri Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

The research was conducted on the basis of the increase in flexural tensile strength of concrete and waste utilization polyethylene Terephthalate (PET). The purpose of this study was to determine the influence of type of Polyethylene Terephthalate fiber plastic ( PET ) to slump value , volume weight and flexural tensile strength of concrete with high levels of variation of 0.0 % , 0.1 % , 0.3 % and 0.5 % . Specimens used for robust experimental dance, using a beam with a 10 cm high, 10cm wide and 40 cm long. The procedure was performed starting from the preparation of materials , inspection / testing of materials , the concrete mix design , manufacture specimen , specimen maintenance and testing of flexural tensile strength of concrete .The results of the study as follows : BN = 5.37 MPa , B. PET 0.1 % = 5.89 MPa , B. PET 0.3 % = 6.47 MPa , and B. PET 0.5 % = 6.86 MPa . Thus flexural tensile strength test results of concrete can be concluded, the more the percentage of fiber additions on each specimen, the value of the flexural tensile strength of concrete is the better. Proven flexural tensile strength of concrete testing was done with the addition of PET 0.1 %, 0.3 % and 0.5 %.
RUMAH TRADISIONAL DURI DAN BUGIS ABIDAH, ANDI
FORUM BANGUNAN Vol 10, No 2 (2012)
Publisher : Universitas Negeri Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Duri and Bugis Traditional houses have lontang system.Function first until third lontang have diferent of this etnict. Ladder position of Duri houses are side main building while bugines houses of front main building difference function of lontang is caused by position ladder.
STUDI KERUNTUHAN BALOK KOMPOSIT BETON BERTULANG YANG MENGANDUNG STYROFOAM ., SYARIFUDDIN
FORUM BANGUNAN Vol 10, No 2 (2012)
Publisher : Universitas Negeri Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

This study aims to analyze the bending behavior of composite reinforced concrete beams containing styrofoam Research done by making test specimens of reinforced concrete beams measuring 15 cm x 20 cm x 250 cm with 12 pieces of test objects consisting three test specimens for each variation of styrofoam 0%, 30%, 40% and 50%. Tests carried out using a loading frame with monotonic loading system by giving two (2) periodic load point with a 1 kN to beam bending collapse. The mechanism of the collapse of the beams have the same pattern.

Page 1 of 1 | Total Record : 6

 1 

Filter by Year

2012 2012


Reset
Filter By Issues
All Issue Vol 19, No 1 (2021) Vol 12, No 2 (2014) Vol 12, No 1 (2014) Vol 11, No 2 (2013) Vol 11, No 1 (2013) Vol 10, No 2 (2012)