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All Journal Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Prosiding Semnastek IJTI (International Journal Of Transportation And Infrastructure) NEUTRON : Research from all areas of the Civil Engineering
Tony Hartono Bagio
Narotama University Surabaya
Civil Engineering, Building, Construction & Architecture Computer Science & IT Decision Sciences, Operations Research & Management Engineering Environmental Science Transportation

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ANALISA PERBANDINGAN PEKERJAAN INSTALASI UNIT AC CENTRAL BERBAHAN POLYURETHANE (PU) DAN BERBAHAN BAJA JENIS LAPIS SENG (BJLS) DITINJAU DARI SEGI WAKTU DAN BIAYA PADA PROYEK HOTEL SWISS BEL-INN JUANDA SURABAYA Teddy Soegiarto; Julistyana Tistogondo; Tony Hartono Bagio
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 6 No 1 (2018): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (94.377 KB) | DOI: 10.24929/ft.v6i1.415

Abstract

Ducting system berfungsi sebagai media untuk mensirkulasikan sejumlah udara dari suatu ruangan dengan bantuan Fan unit / blower pendingin udara (AC) Central dengan menggunakan sistem resirkulasi (Return Air). Jenis bahan dari ducting saat ini yang di gunakan ada 2 jenis, yaitu Polyurethane (PU) dan Baja Jenis Lapis Seng (BJLS). Instalasi ducting dengan material yang berbeda akan berdampak pada lama pengerjaan proyek dan biaya yang dikeluarkan sehingga akan mempengaruhi margin keuntungan proyek. Tujuan penelitian ini adalah menganalisa perbandingan dari segi waktu dan biaya pengerjaan sistem ducting dengan kedua bahan diatas pada proyek Hotel Swiss Bel- Inn Juanda Surabaya. Instalasi ducting dengan bahan Polyurethane (PU) dari segi biaya lebih hemat 28,42% dibanding bahan BJLS, dan produktivitasnya pekerjaan dengan menggunakan bahan PU lebih tinggi (5,36 m²/orang/hari berbanding 3,57 m²/orang/hari).
DESAIN PERENCANAAN STRUKTUR GEDUNG 38 LANTAI DENGAN SISTEM RANGKA PEMIKUL MOMEN KHUSUS (SRPMK) Wildan Amrullah; Tony Hartono Bagio; Julistyana Tistogondo
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 7 No 1 (2019): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (442.44 KB) | DOI: 10.24929/ft.v7i1.679

Abstract

Semakin tinggi suatu bangunan, maka beban akibat gaya lateral yang terjadi akan semakin besar. Dalam perencanaan struktur gedung Apartment 88 Avenue Surabaya ini digunakan sistem struktur SRPMK (Sistem Rangka Pemikul Momen Khusus). Perencanaan bangunan gedung ini berdasarkan Persyaratan Beton Struktural Untuk Bangunan Gedung (SNI 2847 : 2013). Serta untuk gempa berdasarkan Tata Cara Perencanaan Ketahanan Gempa Untuk Struktur Bangunan Gedung dan Non Gedung (SNI 1726 : 2012). Dalam analisa beban gempa menggunakan analisis dinamik Respons Spektrum. Struktur direncanakan menggunakan konstruksi beton bertulang. Metode perencanaan meliputi struktur primer yaitu pendimensian dan penulangan balok induk, dan kolom. Serta struktur sekunder yaitu terdiri dari pendimensian dan penulangan pelat, balok anak dan tangga. Dari hasil perencanaan struktur didapatkan dimensi balok induk 35/70 cm (5D22 ; 3D22), balok anak 30/55 cm (2D16 ; 2D16), pelat lantai tebal 14 cm (D10-275), pelat tangga tebal 20 cm (D13-150 ; D10-150), kolom 190x190 cm (40D32). Perencanaan bore pile, direncanakan diameter 100 cm dengan kedalaman 30 m. Serta pile cap berdimensi cm dengan penulangan D25-175.
DESAIN STRUKTUR GEDUNG 24 LANTAI DENGAN SISTEM RANGKA PEMIKUL MOMEN KHUSUS (SRPMK) DAN SISTEM GANDA MENGGUNAKAN PERFOMANCE BASED DESIGN BERDASARKAN SNI 2847:2019 Andika Hadi Pranata; Tony Hartono Bagio; Julistyana Tistogondo
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 9 No 2 (2021): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

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Abstract

A reinforced concrete building concrete reinforced that floored many extreme vulnerable to collapse if it is not well planned. Therefore, needed a planning structure that can qualify the criteria of strenght, serviceability, safety, and durability. The performance of a building will work and be more optimal if structural planning and analytical methods are correct. This planning is aided by a 17th version of ETABS program, the process of planning is made based on structural concrete requirements for buildings (SNI 2847-2019) and earthquake resistance planning ordinances (SNI 1726-2019). The purpose of this building structure planning is to produce calculations based on SNI. This design produces a main beam with type 35/70 with 2D22 top & bottom 2D22 reinforcement and D10-125 & D10-300 stirrup reinforcement, the second type 50/100 with 4D22 top & bottom 2D22 reinforcement and D10-125 & D10-300 stirrup reinforcement. Sec-beam type 25/50 with 2D16 bottom & 2D16 top reinforcement and D10-125 & D10-225 stirrup reinforcement. One way plate 14cm thick with D10-200 reinforcement. Column type 145x145 with 28D22 reinforcement & D10-125 stirrups, 135x135 type with 24D32 reinforcement & D10-125 stirrups, 110x110 type with 16D32 reinforcement & D10-125 stirrups, 100x100 type with 12D32 reinforcement & D10-125 stirrups. and 1 type of shearwall with a wall thickness of 40cm with 2D13-100 boundary reinforcement & 2x5D16-150 Ties.
ANALISIS PERBANDINGAN EFISIENSI WAKTU DAN BIAYA ANTARA METODE KONVENSIONAL SLAB, PRECAST HALF SLAB DAN PRECAST FULL SLAB PADA PROYEK BANGUNAN HOTEL BERTINGKAT DI SURABAYA Ogi Wijaksono; Julistyana Tistogondo; Tony Hartono Bagio
Prosiding Semnastek PROSIDING SEMNASTEK 2018
Publisher : Universitas Muhammadiyah Jakarta

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Abstract

Pekerjaan struktur beton pada proyek hotel bertingkat di Surabaya, banyak menggunakan metode konvensional, salah satunya adalah pekerjaan plat lantai. Sehingga perlu dilakukan perbandingan metode kerja untuk pekerjaan plat lantai, dengan metode perbandingan antara slab konvensional ,precast half slab danprecast full slab, yang dikhususkan untuk membandingkan tingkat efisiensi waktu dan biaya. Jumlah lantai pada kasus ini adalah 39 lantai. Berdasarkan hasil perhitungan dan perbandingan, dapat disimpulkan bahwa durasi pelaksanaan menggunakan metode slab konvensional, paling lama dibandingkan dengan menggunakan metode precast full slabdan precast half slab. Durasi konvensional sekitar 229% dibanding full slab, dan half slab lebih lama 20% dibanding full slab. Sedangkan biaya termurah adalah metode slab konvensioanl dibanding 2 (dua) metode alternative lainnya, untuk harga per lantai per m², Harga pekerjaan per m² , untuk metode precast full slab Rp 500.589 , precast half slab Rp 485.851 , dan slabkonvensional Rp 444.917. Prosentase deviasi harga per m², antara precast full slab dan precast half slab adalah 3% , sedangkan bila precast full slab dan slab konvensional adalah 11%.
STRUCTURE OF EARTHQUAKE RESISTANT CONCRETE BUILDING WITH DUAL SYSTEM USING SNI 1726: 2019 Novi Gita Apriliani; Tony Hartono Bagio
Neutron Vol 19 No 2 (2020): JANUARI 2020
Publisher : NAROTAMA UNIVERSITY, Indonesia

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Abstract

The higher a building, the greater the burden due to lateral forces. In the planning of the building structure of Apartment 88 Avenue Surabaya, a Dual system is used. This building planning is based on the Structural Concrete Requirements for Buildings (SNI 2847: 2019). And for earthquakes based on Earthquake Resilience Planning Procedures for Building and Non- Building Structures (SNI 1726: 2019 ). In the analysis of earthquake loads using dynamic analysis of the Response Specific Trump. The structure is planned to use reinforced concrete construction. The planning method includes the primary structure, namely the dimensioning and reinforcement of the main beam, and the column. And the secondary structure which consists of dimensioning and reinforcing plates, joists. From the results obtained structural design dimensional beam 35/70 cm ( 5D22; 3D22 ), the joist 30/55 cm ( 2D16; 2D16 ), the floor slab 14 cm thick ( D10-275 )
38 Floor Apartment Design With Special Moment Frame System (SMF), With Performance Based Design Using SNI 1726: 2019 and SNI 1729: 2015 Achmad Ubaidillah; Tony Hartono Bagio; Julistyana Tistogondo
Neutron Vol 20 No 2 (2021): JANUARY 2021
Publisher : NAROTAMA UNIVERSITY, Indonesia

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Abstract

Apartments are an option for vertical housing. Currently, with the rapid development of technology, a person will tend to choose housing that can support their mobility. So it is planned that an apartment building structure is planned using a Special Moment Frame System using Performance Based Design referring to SNI 1729: 2015 and SNI 1726: 2019. Planned with columns HC 582x500x50x65 and HC 508x462x75x75 as well as WF beams 400x300x12x22 and WF 400x200x12x22. The results show that the columns and beams are strong but wasteful.
CEMENT ADDITIVE USE REDUCTION FACTORS TO IMPROVING THE QUALITY CONCRETE BIOCONC Muhammad chabibullah; Tony Hartono Bagio
IJTI International Journal of Transportation and Infrastructure eISSN 2597-4769 pISSN 2597-4734 Vol 2 No 2 (2019): March 2019
Publisher : NAROTAMA UNIVERSITY, Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (790.565 KB) | DOI: 10.29138/ijti.v2i2.786

Abstract

Technology applications in the concrete mix is ??growing very rapidly in this modern era to obtain concrete results with characteristics that are environmentally friendly and non-toxic. Bioconc is innovation in developing green technology with the insertion of a micro-gap or slit gradation mycelia microbe as a micro-filter to mengoptimalkanatau reduce the amount of cement concrete on the concrete mix in total will increase the efficiency in the concrete and reduce the material components of the most expensive in the concrete, the cement. in job mix additive Bioconc require R%, ie a reduction factor of cement that will determine how the dose of cement and dose additive Bioconc, and therefore to seek R% require some percentage of reduction factor of cement optimum ranging from the concrete Normal, 5%, 10%, 15%, 20%, 25%, 30%, 35%.? + 31271x? - 4709x³ - 233.1x² + 79.66x + 22:18, concrete quality obtained from normal concrete with fc '= 20 MPa generate optimum value reduction of cement amounted to 28.869%.
Analysis and design of precast cast-in situ concrete composite Ercia Emanuela da Costa; Tony Hartono Bagio
IJTI International Journal of Transportation and Infrastructure eISSN 2597-4769 pISSN 2597-4734 Vol 6 No 1 (2022): September 2022
Publisher : NAROTAMA UNIVERSITY, Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29138/ijti.v6i1.2024

Abstract

The quay is a building structure made at sea to connect the land and harbor parts that function as a place for docking or mooring ships that will carry out loading and unloading activities of loading and unloading passengers. The wharf at the Tibar port is operated for loading/unloading general cargo containers. The dimensions of the floor plate for the wharf are 75cm, T4 transverse beams 6,900 x 1,500 x 1,500 m, longitudinal beams 5,400 x 1,750 x 1,500 m, pile cap 1.69 m² and pile foundation length The pile for the diameter of 1.5 m is 80 m, the Pile of 1.8 m is 81 m. The wharf has a length of 630 m, a width of 62 m and a depth of 16 m and the structure type of this pier is reinforced concrete and steel piles.
CONCRETE BRIDGE DESIGN PRT 80M SPAN TENSION Muhammad Alif lutfi; Tony Hartono Bagio
Neutron Vol 22 No 2 (2023): JANUARY 2023
Publisher : NAROTAMA UNIVERSITY, Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29138/neutron.v22i2.181

Abstract

Kali warkapi bridge km 49+250 Manokwari, West papua which connects several districts in West papua province stretches 80m based because the bridge previously decreased until it is no longer feasible to use, the type of steel frame bridge structure, then in this final project the design for the replacement of kali warkapi bridge using prestressed concrete structure type at this initial stage the analysis of exsisting conditions, planning of upper and lower bridge structures and calculations is carried out. Superstructure planning takes into account the loads that may occur, namely self-load, additional dead load, traffic load, wind load and earthquake load. In planning the bridge is calculated using Ms.Excel.
Co-Authors Achmad Ubaidillah Andika Hadi Pranata Ercia Emanuela da Costa Julistyana Tistogondo Muhammad Alif lutfi Muhammad chabibullah Novi Gita Apriliani Ogi Wijaksono Teddy Soegiarto Wildan Amrullah