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PKM PEMBUATAN PERENCANAAN WAKTU PEKERJAAN DENGAN BAR-CHART DAN KURVA-S DI SMKN 26 JAKARTA Pontan , Darmawan; Sumeru , Indrawati; Sutjipto, Suradjin; Susetyarto, Bambang; Sapto Nugroho , Muhammad
Kocenin Jurnal Pengabdian Kepada Masyarakat Vol. 4 No. 1 (2024): Juni 2024
Publisher : Konsorsium Cendekiawan Indonesia

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

Abstract

Dalam manajemen konstruksi, perencanaan yang efektif memainkan peran penting dalam memastikan pelaksanaan proyek berjalan lancar. Kegiatan Pengabdian Kepada Masyarakat (PKM) ini berfokus pada meningkatkan pemahaman dan keterampilan siswa SMK 26 Jakarta dalam bidang penjadwalan pekerjaan menggunakan Bar-Chart dan Kurva-S. Mengakui pentingnya perencanaan dalam manajemen konstruksi, inisiatif ini bertujuan untuk membekali peserta dengan pengetahuan praktis dan alat untuk mengoptimalkan waktu proyek dan pemanfaatan sumber daya. Melalui serangkaian kegiatan terstruktur, peserta diajak untuk memahami konsep dasar perencanaan waktu dan penggunaan alat bantu visual seperti Bar-Chart dan Kurva-S. Poin pentingnya adalah memberikan teknik praktis yang dapat langsung diterapkan dalam industri konstruksi. Evaluasi hasil PKM melalui kuesioner kepada peserta mengungkap bahwa kegiatan ini berhasil meningkatkan pemahaman dan keterampilan peserta dalam penjadwalan pekerjaan. Meskipun peserta telah memiliki pengetahuan dasar, PKM ini memberikan wawasan dan keterampilan tambahan yang sangat berharga untuk menghadapi kompleksitas industri konstruksi. Oleh karena itu, PKM ini menjadi langkah penting dalam meningkatkan kualitas pendidikan dan mempersiapkan siswa SMK 26 Jakarta untuk menghadapi tantangan yang ada dalam sektor konstruksi.
UPAYA MENINGKATKAN KESADARAN MELALUI SOSIALISASI MATERIAL RUMAH TAHAN GEMPA DI SMKN 26 JAKARTA Sumeru, Indrawati; Sutjipto, Suradjin; Pontan, Darmawan; Lahji, Khotijah
Indonesian Journal of Engagement, Community Services, Empowerment and Development Vol. 4 No. 1 (2024): Indonesian Journal of Engagement, Community Services, Empowerment and Developme
Publisher : Yayasan Education and Social Center

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.53067/ijecsed.v4i1.149

Abstract

This community service program at SMK 26 Jakarta has the main aim of increasing students' understanding and readiness in facing the threat of earthquakes. With a focus on education about earthquake-resistant house materials, this program not only provides technical knowledge about safe construction, but also seeks to change student behavior in building an environment that is more resilient to earthquakes. Through collaboration between schools, local governments, disaster management institutions and the community, this program is expected to be able to create a real impact in increasing awareness of disaster risks and preparedness to face them. By encouraging active participation from all relevant parties, including students, this program emphasizes the importance of collaboration in preparing the people of Jakarta to face potential earthquake disasters. Thus, this service is not just about conveying information, but also about building a community that is aware of risks and prepared to act
ASESMEN STRUKTUR GEDUNG BAJA EKSISTING BERDASARKAN ASCE 41-17 Sutjipto, Suradjin; Sumeru, Indrawati; Supardjo, William; Sucipto, Sherrica Augustin
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol 6 No 2 (2023): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)
Publisher : Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/cesd.v6i2.18892

Abstract

Currently, every building is required to have a Certificate of Occupancy [Sertifikat Laik Fungsi (SLF) in Indonesian). Existing buildings are obligated to undergo a structural evaluation as a prerequisite to obtaining the SLF. Conducting a structural assessment for relatively old buildings, with limited available documents and without non-destructive test (NDT) due to budget constraints, poses a significant challenge. This paper will present an example of the evaluation results of an existing 3-story structural steel building in Jakarta. An analytical model of the structural system, approximating the actual condition of the existing building, was created based solely on visual observations, field measurements, and very limited information. Evaluations were then conducted using 3 procedures: ASCE 41-17 Tier 1, Tier 2, and proportional seismic forces, to obtain an overview of the building structure's strength and information on which location would experience the first structural failure in the event of a severe earthquake. The evaluation results indicate that the ductility requirements of seismic force-resisting system members and the strength of beam-column joint connections cannot meet the expected acceptance criteria. Using the results of this evaluation, decisions can be made for the next steps, such as strengthening the structure, limiting use, or demolishing the existing building.
Changes in SNI-1726 and SNI-2847’S Effects on Low-Rise Reinforced Concrete Buildings’s Reinforcing Steel Weight Sutjipto, Suradjin; Sumeru, Indrawati; Sucipto, Shericca Augustin
Indonesian Journal of Multidisciplinary Science Vol. 2 No. 10 (2023): Indonesian Journal of Multidisciplinary Science
Publisher : International Journal Labs

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55324/ijoms.v2i10.571

Abstract

The updates of the Indonesian seismic design code (SNI 1726) and the reinforced concrete design code (SNI 2847) have been applied in practice simultaneously. Based on these new codes, seismic loads generally increase, especially for low-rise buildings, and the reinforcement design requirements become much more stringent. Therefore, the construction industry predicts that there will be a significant increase in the need for reinforcing steel. This paper would like to describe the comparison of the design reinforcing steel weight in a 4-story reinforced concrete case study building with a special moment resisting frame system, which is designed using a combination of SNI 1726:2012 and SNI 2847:2013, and which is designed using a combination of SNI 1726:2019 and SNI 2847:2019. This study was found that the increase in reinforcing steel is not proportional to the increase in seismic load and much smaller. This result can then be an illustration of how much increase in design reinforcing steel when using the new codes.
Standardizing Reinforcement Detailing Practices in Indonesia through SNI 6816:2025 Sumeru, Indrawati; Sutjipto, Suradjin
Syntax Literate Jurnal Ilmiah Indonesia
Publisher : Syntax Corporation

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36418/syntax-literate.v10i7.60749

Abstract

This paper presents SNI 6816:2025, a national standard developed to address the growing need for clarity, consistency, and technical reliability in the reinforcement detailing of reinforced concrete structures in Indonesia. For more than two decades, SNI 6816:2002 had served as the primary reference, but it no longer reflected advancements in structural design codes, particularly SNI 2847. In response, SNI 6816:2025 was formulated by adopting and adapting technical content from ACI MNL-66(20), while aligning with Indonesian practices and regulations, including reinforcement notations and material specifications from SNI 2052. The standard is structured in two main parts. The first part is a direct adoption of ACI 315R-18, covering the principles of presenting reinforcement details. The second part contains 109 reinforcement details for key structural elements—slabs, beams, columns, walls, foundations, and slabs-on-ground—supported by clear illustrations and notes referencing the relevant clauses in SNI 2847. Additional appendices provide practical design tables and source references. All imperial units have been converted to SI units through hard conversion, and all numerical values recalculated to meet national requirements.SNI 6816:2025 is intended not only as a technical reference but as a standardization tool to support more accurate, coordinated, and verifiable reinforcement detailing practices. Its implementation is expected to enhance communication among engineers, detailers, and contractors, reduce errors in construction drawings, and promote higher-quality outcomes in structural concrete projects throughout Indonesia.