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VISUALISASI METODE PELAKSANAAN PEKERJAAN PELAT RAMP PROYEK PEMBANGUNAN GEDUNG WAREHOUSE DEPOK Tati Noviati
Jurnal Ilmiah Teknik Vol. 3 No. 2 (2024): Mei : Jurnal Ilmiah Teknik
Publisher : Asosiasi Dosen Muda Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56127/juit.v3i2.1582

Abstract

The Project of Depok Warehouse Building Construction is located at JL. Raya Jakarta-Bogor, KM. 35, Jatijajar, Depok City, West Java, 16415. The project of Depok Warehouse Building is built on a land area of 38,000 m2, with a building area of 24,000 m2. The Depok Warehouse Building has 8 floors, consisting of 5 floors for the building area and 3 mezzanine floors used for offices. PT. Depok Logistik Properti is the owner of the project, PT. Trimatra Jasa Prakarsa as the construction management, PT. Gistama Intisemesta as the planning consultant, and PT. Total Persada Indonesia as the main contractor. The type of contract used is a lump sum with a contract value of Rp 350,000,000,000. The planned duration of the Warehouse Building Construction project is 670 days. Research made on the field include upper structure works such as column, beam, floor slab, and ramp slab. The stages of the implementation method for the ramp Truck Plate Work start from preparation, marking, reinforcement fabrication, reinforcement installation, concrete decking installation, reinforcement checklist, formwork installation, verticality test, casting, formwork removal, and concrete curing.
PERENCANAAN DINDING PENAHAN TANAH TIPE KANTILEVER PADA GEDUNG PERKANTORAN X DI KOTA DEPOK Tati Noviati
Jurnal Teknik dan Science Vol. 2 No. 3 (2023): Oktober : Jurnal Teknik dan Science
Publisher : Asosiasi Dosen Muda Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56127/jts.v2i3.1181

Abstract

An office is a building that is the center of all activities of a company. Offices can be built on a variety of land including unstable land or slopes and cliffs. Development on slopes can be easily disrupted by various things. Office buildings built on slopes require cantilever type retaining walls where cantilever type retaining walls are commonly used in soil conditions such as slopes or cliffs. The purpose of the study was to design a retaining wall and calculate the costs involved in the construction of the retaining wall. The research was conducted on an 8-story office building located on a slope or cliff by planning a cantilever type retaining wall. The cantilever type retaining wall planning method uses AutoCad and Microsoft Excel using the SNI 8460-2017 reference standard. The cantilever type retaining wall designed has dimensions of 6,00 m high and 4,20 meters wide in order to withstand the soil around the office building. The results showed that the safety factor on the slope using the Fellinius method obtained a value of 1,77 by having a retaining wall dimension area of 17,76 m2. The stability obtained in the form of shear stability of 1,51, rolling stability of 2,38 and stability of soil bearing capacity using the Terzaghi equation was found to be 5,64. The total settlement that occurred in the soil amounted to 15,56 mm. The reinforcement required on the retaining wall is D19-200, D19-166 and D19-142 on the vertical wall reinforcement while the reinforcement on the footplateis D19-142.Theresultsof the calculationofthe costbudgetplan whichincludes excavation of soil, wall formwork, reinforcement, ready mix concrete and landfill are estimated for the planning of cantilever type retaining walls amounting to Rp. 2.114.518.361.
PENINGKATAN KOMPETENSI PELAKU UMKM DALAM STRATEGI BRANDING BERBASIS TEKNOLOGI Sandy Suryady; Wisnu Sukma Maulana; Tati Noviati; Nia Yuningsih
 Jurnal Abdi Masyarakat Multidisiplin Vol. 3 No. 3 (2024): Desember: JURNAL ABDI MASYARAKAT MULTIDISIPLIN
Publisher : Asosiasi Dosen Muda Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56127/jammu.v3i3.1883

Abstract

This community service program aims to provide training and guidance for Micro, Small, and Medium Enterprises (MSMEs) in implementing technology-based branding strategies. The activity is a collaboration between Gunadarma University and the Indonesian Young Lecturers Association (ADMI), conducted throughout the PTA 2024-2025 academic year. The program employs a hybrid implementation method (online and offline), tailored to the needs of MSMEs. The primary focus of this program is to enhance MSMEs’ understanding and skills in utilizing technology for digital branding, covering creative content creation, social media utilization, and market target analysis using digital tools. This initiative involves six fields of study—Accounting, Management, Industrial Engineering, Mechanical Engineering, Information Systems, and English Literature—to provide a comprehensive interdisciplinary approach. The expected outcomes include improving MSMEs' competencies in building a strong brand identity, managing digital branding campaigns, and expanding market reach through technology. Program outputs include journal publications, activity documentation in the form of videos, and increased lecturer participation. All program results will be reported to Gunadarma University’s Community Service Institution (LPM-UG) as part of program evaluation.
PENGARUH JENIS WELDING GROOVE TERHADAP KEKUATAN IMPACT PLAT BAJA ASTM A36 MENGGUNAKAN MESIN LAS SMAW Ariyanto Ariyanto; Tati Noviati
Jurnal Ilmiah Teknik Vol. 4 No. 1 (2025): Januari : Jurnal Ilmiah Teknik
Publisher : Asosiasi Dosen Muda Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56127/juit.v4i1.1901

Abstract

Currently, metal joining with welding process is increasingly used, both in building construction, piping, and machine construction. This is due to the many advantages obtained from joining by welding. The use of the right welding groove will also affect the welding results. The purpose of using welding groove is for the place to fill the welding material and can also strengthen the design of the metal joint. Welding groove plays an important role in improving the design and properties of the joint in the welding process. ASTM A36 welding using SMAW welding current 110 A is carried out with Groove variations, namely VGroove, Square Groove, and Bevel Groove and using E6013 electrodes with a diameter of 2.6 mm. The purpose of this study was to determine the strength of SMAW welding joints on ASTM A36 against the Charphy impact test. the required impact charphy effort results (W) are on V Groove of 73.519 J, Square Groove of 67.43 J, and Bevel Groove of 70.485 J. And produces an impact charphy value (K) on V Groove of 0.918 J / ????????2, on Square Groove of 0.842 J / ????????2 and on Bevel Groove of 0.881 J / ????????2. The impact charphy value on V Groove with SMAW welding current of 110 A on ASTM A36 carbon steel is the best with the required impact charphy results (W) namely on V Groove of 73.519 J and the impact charphy value (K) on V Groove of 0.918 J / ????????2.