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All Journal Jurnal Multidisiplin Madani (MUDIMA) Formosa Journal of Sustainable Research (FJSR) JURNAL UMBANUA Jurnal Pengabdian pada Masyarakat Indonesian Journal of Society Development (IJSD)
Don Kabo
Department Of Civil Engineering, Manado State Polytechnic
Humanities Automotive Engineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Electrical & Electronics Engineering Energy Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Materials Science & Nanotechnology Mechanical Engineering Social Sciences Transportation Other

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Production and Promotion of Cocomesh and Cocofiber at PUT Manado State Polytechnic Rudolf Estephanus Golioth Mait; Beldie Aryona Tombeg; Yollanda Lydia Lagarense; Don Radius Gerald Kabo
Jurnal Multidisiplin Madani Vol. 4 No. 9 (2024): September 2024
Publisher : PT FORMOSA CENDEKIA GLOBAL

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55927/mudima.v4i9.11665

Abstract

This study aims to increase the production and promotion of Cocomesh and Cocofiber products through innovation at the Center for Technology Excellence (PUT) of the Manado State Polytechnic. The focus of the study is on strategies for developing more efficient production and more effective promotion, considering the challenges faced by the local coconut fiber industry in terms of production process efficiency and product promotion appeal. This study uses the SWOT analysis method to identify strengths, weaknesses, opportunities, and threats, and involves data collection through interviews, field observations, and distributing questionnaires to consumers and business partners.The results of the study indicate that the application of innovative technology can increase the efficiency of Cocomesh and Cocofiber production, although existing promotional strategies still need strengthening, especially in the use of digital media. Collaboration with local industries and empowerment of coconut farmers have a positive impact on the scarcity of raw materials and the economic growth of the surrounding community. This study also contributes to the development of a national innovation system through collaboration between educational institutions and industry. It is hoped that through more innovative strategies and stronger promotions, Cocomesh and Cocofiber products can compete nationally and internationally, while providing significant social, economic, and environmental benefits
Acceleration Analysis of Bank SulutGo Lolak Branch Office Development Project Time Deyke J. F. Mandang; Estrellita V. Y. Waney; Sherley Runtunuwu; Don Kabo
Jurnal Multidisiplin Madani Vol. 4 No. 11 (2024): November 2024
Publisher : PT FORMOSA CENDEKIA GLOBAL

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55927/mudima.v4i11.12971

Abstract

Project success is usually measured by short success time and minimal cost without ignoring the quality of the results. Construction project delays, namely procurement of materials that are not on schedule, labor performance that does not follow the current progress of the work, weather factors are also included in the delay in the implementation of work and the cause of delays in the project, one of which is the failure in the construction of the fence resulting in the collapse of the fence and the repetition of the work. The crash program method is one way that can be used to optimize time and cost in a project. This discussion uses time acceleration and the addition of overtime hours. means accelerating work that is on the critical path, each acceleration carried out will be evaluated based on the cost and how long the project can be accelerated in this way. The calculation results use time acceleration with the addition of overtime hours with the alternative used is the addition of working hours (overtime). The time of the project acceleration is 204 HK with a total project cost of Rp. 8,554,773,321.64, while the completion of normal time is 245 HK with a total project cost of Rp. 8,582,694,112.09. The acceleration result is a reduction in time of 41 HK with an additional total project cost of Rp. 27,920,790.45
The Effect of Concrete Quality on Structural Period Fandel Maluw; Hendrie Joudie Palar; Don Kabo; Herman Tumengkol; Teddy Takaendengan
Jurnal Multidisiplin Madani Vol. 4 No. 11 (2024): November 2024
Publisher : PT FORMOSA CENDEKIA GLOBAL

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55927/mudima.v4i11.12972

Abstract

An important consideration in structural calculations is a structure's vibration period, which establishes the size of the seismic stresses applied during the design phase. North Sulawesi falls within the category of high-risk earthquake region. The formula for calculating the vibration period, as outlined in SNI 03-1726-2012 is based on Goel and Chopra's (1997) approach and ASCE seismic standards. Nevertheless, SNI 03-1726-2012's formula has a notable limitation: it applies the same approach to all earthquake zones, regardless of whether the area is high-risk or low-risk. This study aims to develop a structural period formula tailored following the SNI 03-1726-2012 earthquake design guidelines and to investigate how the quality of the concrete affects the structural lifespan. Three-dimensional structural modeling of typical structures with floors is used in the study. heights of 4 meters and widths of 4 meters, specifically focusing on mid-rise reinforced concrete buildings with 12 floors. Structural modeling is conducted using the ETABS software, and regression analysis is performed on the resulting structural period values to derive the most accurate formula. The regression analysis yielded two optimal formulas, each with a correlation value of 98%: T=0.105H0.785T = 0.105 H^{0.785}T=0.105H0.785 and T=0.311n0.785T = 0.311 n^{0.785}T=0.311n0.785. The findings indicate that lower concrete quality leads to an increased structural period, albeit with a smaller overall impact. Thus, concrete quality significantly influences the structural period
Tensile Strength Characteristics of Concrete Blocks Using Abaca Fiber Tampi, Reiner; Don Kabo
Formosa Journal of Sustainable Research Vol. 3 No. 1 (2024): January, 2024
Publisher : PT FORMOSA CENDEKIA GLOBAL

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55927/fjsr.v3i1.7567

Abstract

The role of concrete as a material to strengthen buildings with long-term durability is an important goal of construction. Abaca fiber has the potential to strengthen concrete network materials. The purpose of this study was to identify the tensile strength characteristics of concrete using abaca fiber. The method used is through experimental studies in the laboratory to test the tensile strength of concrete blocks. This research was carried out in the Materials and Structures Laboratory using five stages. The results of this research have found that the potential of abaca fiber as a binder for cylindrical concrete aggregates with a certain fiber length and fiber volume allows the concrete to be stronger and have high resistance compared to ordinary concrete. In the split tensile strength section, the results obtained show that abaca fiber concrete provides stronger resistance than ordinary concrete if the fiber length is 50mm high and the fiber volume is at 0.15%. The same results are shown in the flexural strength of the beam without reinforcement, namely concrete with abaca fiber has strong toughness if the fiber length content used is 50mm and the fiber volume is at 0.15%. Overall, abaca fiber is very influential on the resistance of concrete if the fiber length and fiber volume are at a certain point, namely 50mm and 0.15%
Analysis of Parking Needs at Sakura Mart Amurang Sumajouw, Josep; Kabo, Don; Nicolaas, Seska
Formosa Journal of Sustainable Research Vol. 3 No. 4 (2024): April, 2024
Publisher : PT FORMOSA CENDEKIA GLOBAL

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55927/fjsr.v3i4.8880

Abstract

Sakura Mart is the largest shopping center in Amurang City, North Sulawesi, Indonesia. At Sakura Mart Amurang the parking facilities cannot accommodate parking needs. This analytical research aims to calculate the parking space requirements that must be provided for visitors when in the Sakura Mart Amurang parking area. The steps taken include calculating parking volume, parking accumulation, parking duration, parking capacity, parking availability, parking index, parking turnover rate, analysis of parking space requirements, and vehicle waiting time. The total shortage of parking space for two-wheeled vehicles is 92 spaces, while for four-wheeled vehicles 23 spaces must be provided with a total area of 516 m². For the time being, to reduce existing parking capacity, a maximum vehicle waiting time of 11 minutes 30.6 seconds for two-wheeled vehicles and 19 minutes 0.015 seconds for four-wheeled vehicles is used. Waiting time limits in parking areas must be emphasized so that they can accommodate all vehicles that come to park their vehicles, then by providing rates and multiples of rates after the specified waiting time has passed, it can encourage vehicle owners not to linger in the parking lot. area. parking area. parking area. The arrangement of the parking area must be considered with a good and correct parking management system for the convenience of parking users at Sakura Mart Amurang
Comparative Analysis of Reinforcement Efficiency in Beams and Columns for the North Minahasa-North Sulawesi Civil Servants Flats Project Hendrie Palar; Kabo, Don; Herman Tumengkol
Formosa Journal of Sustainable Research Vol. 3 No. 4 (2024): April, 2024
Publisher : PT FORMOSA CENDEKIA GLOBAL

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55927/fjsr.v3i4.8928

Abstract

This study aims to (1) compare the reinforcement from the calculation of beams and columns with the reinforcement installed in the North Minahasa Civil servantsFlats Project, (2) to analyze whether the reinforcement installed in the North Minahasa Civil servantsFlats Project is economical or not. This research was conducted in the Department of Engineering at the Manado State Polytechnic. The method used in this research is quantitative with the method of observation. The material and structural data used are the same as those in the project. The results of this study were carried out with the help of the Etabsv20 program. Based on the results of the reinforcement calculations that have been carried out, the comparison of the area of reinforcement (AS) for columns and beams between the results of ETABS and the results of the area of reinforcement installed in the project is obtained which is then converted in percentage form. In the beam, the largest percentage ratio is in the upper support area by 60% and in the plane located in the lower plane by 60%. While in the comparison column the percentage of reinforcement column (AS) from the project with the largest ETABS result is 40%
Co-Authors Adelaida Joroh Arifmanuel Kolondam Charles Sulangi Daisy Debora Grace Pangemanan Deyke J. F. Mandang Estrellita V. Y. Waney Franky R Tombokan Hendrie Joudie Palar Hendrie Palar Herman Tumengkol Herman Tumengkol Hombokau, Chris Hosang, Merci Kandou, Carter D. E. Kondoj, Noldie E. Lagarens, Yollanda Lydia Mait, Rudolf Maluw, Fandel Manginsihi, Barakati Manginsihi, Barakati Karel Nicolaas, Seska Nixon Mantiri Pangemanan, Novriana Petrus, Francie Pinasang, Denny Boy Putong, Ivonne Helena Rasjid, Efendy Rudolf Estephanus Golioth Mait Rumbayan, Rilya runtunuwu, sherley Sudenroy Mentang Sumajouw, Josep Syanne Pangemanan Takaendengan, Teddy Tampi, Reiner Toad, Welem Tombeg, Beldie A. Trio Pendekar Lonan Wellem Toad, Wellem