Claim Missing Document
Check
Articles

Analisa Perbandingan Biaya Material Pasangan Bata Merah, Bata Ringan dan Batako pada Proyek Pembangunan Museum MPU Purwa Malang Asuat , Fransiska Romana ; Arifianto, Andy Kristafi ; Wijaya , Handika Setya
Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) Vol 1 (2018): PROSIDING SENTIKUIN
Publisher : Fakultas Teknik Universitas Tribhuwana Tunggadewi

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (656.595 KB)

Abstract

Wall is a building element that functions to separate and form space. As technology advances, many choices of materials are used to save the cost and time of wall installation work. Productivity enhancement activities are an effort to improve the value of productivity that has been planned, wherein this activity requires field data. Labor and high volume of work will certainly require high costs so that a good level of productivity will minimize project costs and optimal work time. The object of the research is MPU Purwa Building, Malang City with an average brick wall area of ??107.48 m2 and the second floor masonry wall area is 58.47 m2. The working group determined as many as 3 groups according to the type of masonry used and with each combination was group 1 with 1 worker 2 workers, group 2 with 1 worker 2 workers, and group 3 with 1 worker 2 workers and group 4 with 1 worker 2 workers. Research observations were carried out with a total of 3 days of observation. Research analysis is carried out on the productivity and efficiency of each working group. The most optimal working group in terms of cost is work group 3 with a combination of 1 worker and 2 workers. This working group has a cost of Rp 88,186,456.01. Whereas the most optimal working group in terms of time is working group 2 with a combination of 1 worker and 2 workers. This working group has a work completion time of 1 m2 for 5 working days compared to other work groups.  
Perbandingan Tegangan Aksial Antara Jembatan Rangka Kayu Box Beam Section dan Konvensional Dari Kayu Kamper Wijaya , Handika Setya; Oktaviastuti , Blima
Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) Vol 1 (2018): PROSIDING SENTIKUIN
Publisher : Fakultas Teknik Universitas Tribhuwana Tunggadewi

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (778.636 KB)

Abstract

Indonesia has more than 80 thousand villages as the smallest administrative unit of the Republic of Indonesia. Each village needs at least three to four bridges to cross the river, and to access other facilities. The many bridge needs are not accompanied by the state budget allocated to the construction of bridges in villages. One alternative bridge construction is from wood material is also a renewable material. Constraints in the use of wood for building construction are the scarcity of wood with large dimensions. To overcome this problem, there is engineering wood (engineering wood), one of which is the box beam. Box beams are proven to increase the inertia of a material when compared to conventional wooden beams with the same cross-sectional area. This study aims to find a comparison of the strengths between conventional wooden bridges and wooden bridges using Camper box beam elements. The results of this study indicate that from the comparison of box beams and ordinary wood beams it turns out that the box beam produces a voltage of 0.129 MPa and a conventional beam of 0.142 MPa. Based on the results of the study it can be concluded that the box beam has a higher compressive strength than solid wood with the same cross-sectional area. And can be a recommendation for the selection of short span bridge structures for Rural because it is more economical and strong.  
Analisis Tingkat Kenyamanan Ruang Kuliah (Studi Kasus Pada Gedung D Universitas Tribhuwana Tunggadewi Malang) Kaleka, Sarita Inya ; wijaya, Handika Setya ; Rahma, Pamela Dinar
Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) Vol 1 (2018): PROSIDING SENTIKUIN
Publisher : Fakultas Teknik Universitas Tribhuwana Tunggadewi

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (714.776 KB)

Abstract

Tribhuwana Tunggadewi University is one of the campuses in Malang City which is located on Jl. Telaga Warna, Tlogomas. The Unitri campus has several lecture buildings, namely building A (Rectorate), building B (lecture hall), building C (lecture hall) and building D (lecture hall). Building D is divided into several lecture halls, including D3 and D4 rooms. This research was conducted in the D33 lecture hall and D41 lecture hall in the D building. In this D building still uses a lot of windows that serve to facilitate light illumination and natural air entering. The purpose of his research was to find out the air conditioning system in the lecture hall in Building D, Analyze the air conditioning system according to SNI 03-6572-2001 in the lecture hall in Building D and provide a solution for the air conditioning system in the lecture hall in Building D. Data collection methods used with how to conduct observations and direct surveys at locations in the form of primary data and secondary data. From the results of the analysis above, it is obtained the comfort level of the lecture room based on the results of temperature measurements which prove that the temperature in the room does not meet SNI 03-6572-2001 and the results of respondent responses also show that many feel uncomfortable with the conditions of the lecture room D33 and D41.
Kajian Teori Empiris Manajemen Waktu pada Pelaksanaan Proyek Pembangunan Unit Rumah Tinggal di Waikabubak, Sumba Barat, Nusa Tenggara Timur dengan PERMEN PU PR 2016 Tala Pessy , Simon Stenly ; Suhudi ; Wijaya, Handika Setya
Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) Vol 1 (2018): PROSIDING SENTIKUIN
Publisher : Fakultas Teknik Universitas Tribhuwana Tunggadewi

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (532.75 KB)

Abstract

Provide legal certainty, protecting the dam trial, provide a sense of fairness, as well as creating order is the purpose and benefits of the existence of the Act. Similarly, in the world of construction projects. In the world of construction known regulation of theMinister of public works Housing Legislation in Indonesia was established by the President to the Minister related to the running of the Statute accordingly. MINISTERIAL REGULATION PU PR No. 5/2016 About Permit Building parts of the one-storey building classification and MINISTERIAL REGULATION No. 28/ 2016 PUPR of unit price analysis of the field of public works part 4 field of copyright works is the rule be a reference to analyze the writing of the thesis. The object of the research was the execution of the construction of the housing units lived in Waikabubak, West Sumba. Quality, cost, time is a very important point in the world of construction. Comparative analysis of management time into material for comparative studies i.e. Time planning with an implementation time in customize according to MINISTERIAL REGULATION PU PR.
Kajian Empiris Perbandingan Biaya Konstruksi Baja dan Beton pada Pembangunan Gedung Fakultas Ilmu Pendidikan Universitas Tribhuwana Tunggadewi Malang Sabikun, Ahmad; Suhudi; Wijaya, Handika Setya
Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) Vol 1 (2018): PROSIDING SENTIKUIN
Publisher : Fakultas Teknik Universitas Tribhuwana Tunggadewi

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (711.01 KB)

Abstract

In a construction project on building planning, the selection of materials and materials is very necessary. This is so that the building project can run well, with an efficient cost and can be carried out on time and has the strength to bear the burden on the building. The method to be carried out is an important part of project implementation. The important thing is the coefficient in the execution of work at a lower cost. Determination of the coefficient of work implementation must refer to the Indonesian National Standard (SNI). Steel is a construction material that is resistant to tensile force while concrete is a strong construction material against compressive force. However, of these two materials have different prices, strengths and methods of implementation. Structural analysis in this study uses the staad Pro V8i software to determine internal forces in the structure. In calculating the cost budget analysis used is the analysis of the Ministry of PUPR in 2016. From observations made on the column and beam building construction of the Faculty of Education, University of Tribhuwana Tunggadewi Malang which has a building area of ??205.7 m2 and consists of five floors with a height of 23.08 m by using a steel structure WF (Wide Flange) on the existing building with a total planning cost of Rp 766.560.101,24. While the total cost of planning reinforced concrete as a comparison of the steel structure is worth Rp 449,250,345.85. From the results of data analysis that has been done to find a more economical price is reinforced concrete structure with the difference between the two comparisons is Rp. 317.309.755,39. The savings in the cost of planning work for column structures and reinforced concrete beams reached 37% more economical than steel.
Analisa Penghematan Biaya pada Pekerjaan Dinding, Gedung Fakultas Ilmu Pendidikan Wahyudi, Agus ; Suhudi; Wijaya, Handika Setya
Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) Vol 1 (2018): PROSIDING SENTIKUIN
Publisher : Fakultas Teknik Universitas Tribhuwana Tunggadewi

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (634.806 KB)

Abstract

The world of construction competition is getting tighter, because many contractors are competing for jobs. Contractors are required to have a strategy in winning a tender. The financing aspect becomes the center of attention for re-analysis with the aim of seeking savings. This study aims to determine the effect of using value engineering on the wall on material costs and wage costs. This study uses survey techniques, namely in the form of observation data, interviews, and literature studies, the data will be classified into primary data and secondary data. Data sources can be obtained from sources, events or activities, and documents. Analysis of this study uses the PERMEN PU 2016 Malang City. The results of the calculation of the cost of construction materials in the Comparison of Material Costs of Red Brick, Light Brick and Brick making found that the percentage of red brick material costs by 36%, the percentage of light brick material costs by 19%, while the percentage of cost of brick materials is 45%. Analysis for comparison of the amount of wages to be paid, namely the percentage of red brick wage costs of 30%, the percentage of light brick material costs by 40%, while the percentage of the cost of brick materials is 30%. From the calculation data for material costs, lightweight brick is the most economical and economical material compared to red brick and brick making, and for the wage costs of red brick and brick making is the most economical in terms of wage costs. For further research the writer gives advice so that he can add the calculation of the implementation time, the tools used and so on.
Perbandingan Upah Tenaga Kerja Antara Kontraktor dan PERMEN PU 2016 pada Pekerjaan Konstruksi Baja Proyek Gedung Fakultas Ilmu Pendidikan Universitas Tribhuwana Tunggadewi Malang Nggiku, Yusman Umbu ; Suhudi; Wijaya, Handika Setya
Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) Vol 1 (2018): PROSIDING SENTIKUIN
Publisher : Fakultas Teknik Universitas Tribhuwana Tunggadewi

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (815.671 KB)

Abstract

Steel construction job wages System in particular the steel column is a system or method used to set up and manage a steel construction projects ranging from planning up to its implementation. The purpose of the research on steel columns, this job is to know the results of the comparison of wage workers unit price where a more efficient method of contracting with wages method PERMEN PU 2016. In this thesis the author calculates the cost budget plans Project Construction Faculty of Education UNITRI Malang between AHSP contractors with PERMEN PU 2016. The coefficients used analysis units of workers contracting method and the method of PERMEN PU 2016 is same. The results of the comparison analysis of steel construction job wages are the construction of the Faculty of education was especially UNITRI steel columns retrieved results calculation planning cost budget methods of Contractor Registration Rp 45,455,256.84 and PERMEN PU 2016 registration Rp 54,156,803.01. The price difference is obtained from the calculation of the steel column of this analysis proved that the contractors more efficiently than on analysis of PERMEN PU 2016.
Pengaruh Serat Sabut Kelapa Terhadap Kuat Tekan dan Kuat Tarik Beton Mutu (f’c 19,3 Mpa) Benu, Ari ; Ningrum, Diana ; Wijaya, Handika Setya
Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) Vol 1 (2018): PROSIDING SENTIKUIN
Publisher : Fakultas Teknik Universitas Tribhuwana Tunggadewi

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (871.405 KB)

Abstract

Developments in Indonesia in the physical sense like housing and other means, with the increasing population. On the other hand the construction of the House were living with a cheap cost is a program that always have to be coveted by both the Government and the community at this time. In an effort to reduce the cost of the building, one way is with utilization of household waste, as it is easy to obtain, and may be the source of livelihood of the local people of whom the utilization of coir fibers taken. The value of strong press and strong pull from each of the test objects with a different aggregate binder on the value of strong concrete press for 2 cm value strong and powerful to 286.0 press press 4 cm for the value of strong tekan290 .6 for powerful press and to 269.6 6 cm strong tensile concrete 2 cm of strong value for length of pull and 129.6 fiber tensile strong 121.1 rating 4 cm and 6 cm for the strong value of the highest tensile 177.7 data or highest value The addition of coir fibers for concrete mix in testing powerful press and its strong for some cylinders increased for his testing and for some have decreased against testing. For the length of the fiber coir for testing robust press and strong tensile concrete in concrete mix that is a strong value 6 press increased
Studi Manajemen Waktu Proyek Pembangunan Rumah Sakit Islam Malang Lalisuk, Stefanus; Suhudi ; Wijaya,, Handika Setya
Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) Vol 1 (2018): PROSIDING SENTIKUIN
Publisher : Fakultas Teknik Universitas Tribhuwana Tunggadewi

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (514.29 KB)

Abstract

Construction Management is one of the most important sciences and needs to be mastered in carrying out a project. One part of project management itself is time management. The time management system is one of the determinants of the success of the contractor in managing the project, especially in terms of time. Appropriate job schedule settings can minimize the obstacles that may occur in the implementation of the project. In each scheduling must pay attention to the order of each job so that a separate experience is needed for the planner. One important part of time management itself is the measurement of work performance. This is done so that the implementer can find out how much work weight has been completed based on Time Schedule. Earned Value Method Being one of the options as an indicator in measuring the progress of work carried out in Malang Islamic Hospital Building. The use of Earned Value can be seen from the progress of the work project implemented and can predict the completion time of the Malang Islamic University hospital construction project.
Review Design Struktur Pada Gedung B Universitas Tribhuwana Tunggadewi Malang Sumarno, Andi; Wijaya, Handika Setya ; Suhudi
Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) Vol 2 (2019): PROSIDING SENTIKUIN
Publisher : Fakultas Teknik Universitas Tribhuwana Tunggadewi

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (291.426 KB)

Abstract

The design review of the structure building is located in Lowokwaru sub-district, Malang Regency, East Java Province with an area of 4.78 hectares. So far, there has not been a review of design in Building B of the Tunggadewi tribhuwana university of Malang. Therefore, it is necessary to conduct research on a review of the structural design of building B. The structure design review aims to determine the strength of the previous building B for the addition of two floors in building B at the Tunggadewi Malang tribhuwana university. Design review is carried out with two structural designs, the first is a concrete structure design with dimensions of forty square centimeters, the second is a steel structure design with three hundred and fifty wf. The two structures are designed to determine the dimensions of the column beams when adding two floors to the structure. So as to produce dimensions in the beam column which will be used in the structure to be built in building B at the tribhuwana tunggadewi malang university