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All Journal Jurnal Multidisiplin Madani (MUDIMA) Formosa Journal of Sustainable Research (FJSR) Indonesian Journal of Society Development (IJSD)
Don Kabo
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Civil Engineering, Building, Construction & Architecture Computer Science & IT Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Industrial & Manufacturing Engineering Social Sciences

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 1 
Design and Implementation of Marketing Strategy and Financial Report Based on Integrated Technology Teaching Factory (TEFA) in the Development of SMEs Based on Environmentally Friendly Products "Manado Ecocrafts" Don Kabo; Putong, Ivonne Helena; Joroh, Adelaida; Kolondam, Arifmanuel
Indonesian Journal of Society Development Vol. 3 No. 5 (2024): October 2024
Publisher : PT FORMOSA CENDEKIA GLOBAL

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55927/ijsd.v3i5.12962

Abstract

This study aims to design and implement a marketing strategy and a technology-based financial reporting system integrated with the Teaching Factory (TEFA) concept to support the development of environmentally friendly micro-enterprises, especially in Manado Ecocrafts. The INOVOKASI program includes the implementation of Appropriate Technology, marketing digitalization training, and a modern financial management system to improve the efficiency, productivity, and competitiveness of micro-enterprises in local and global markets. Manado Ecocrafts, as a business partner, faces challenges in managing raw materials, limited production technology, and market access. Through this program, solutions are implemented such as the use of digital technology for financial recording, e-commerce-based marketing strategies, and optimizing product distribution. As a result, there is an increase in production efficiency of up to 50%, an increase in turnover of up to 10% in the first six months, and market expansion through digital platforms.This program provides economic sustainability benefits for partners and local communities through increasing human resource capacity, empowering communities, and contributing to reducing environmental waste. In conclusion, the strategies implemented have succeeded in supporting the growth of micro-enterprises and building innovative and sustainable business models.
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%
Co-Authors Adelaida Joroh Arifmanuel Kolondam Deyke J. F. Mandang Estrellita V. Y. Waney Hendrie Joudie Palar Herman Tumengkol Maluw, Fandel Putong, Ivonne Helena runtunuwu, sherley Takaendengan, Teddy Tampi, Reiner