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Wachid Hasyim, Wachid
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Sosialisasi dan Penerapan Aplikasi QRIS untuk Meningkatkan Sistem Pembayaran Digital UMKM di Kantin Universitas Pelita Bangsa Aprilia, N Ika; Oktapia, Pipi; Pratiwi, Vina; Hutapea, Apriyanti; Qorina, Imelda; Hasyim, Wachid
Jurnal Pengabdian Sosial Vol. 2 No. 3 (2025): Januari
Publisher : PT. Amirul Bangun Bangsa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59837/p6p67054

Abstract

Penelitian ini bertujuan untuk menganalisis sosialisasi dan penerapan aplikasi QRIS (Quick Response Code Indonesia Standard) dalam meningkatkan sistem pembayaran digital pada usaha Mikro, kecil, dan menengah (UMKM) dikantin Universitas Pelita Bangsa. Dengan meningkatnya kebutuhan akan metode pembayaran yang praktis dan aman, QRIS diharapkan dapat menjadi solusi yang efektif untuk memudahkan transaksi dilingkungan kampus. Metode penelitian yang digunakan adalah kualitatif dengan teknik pengumpulan data melalui wawamcara, observasi, dan studi dokumentasi. Hasil penelitian menunujukan bahwa sosialisasi yang dilakukan melalui seminar dan pelatihan telah meningkatkan pemahaman dan keterampilan pedagangkantin dalam menggunakan QRIS. Selain itu, penerapan QRIS berhasil menarik minat mahasiswa untuk melakukan transaksi digital, sehingga meningkatkan volume penjualan UMKM kantin. Penelitian ini merekomendasikan agar pihak universitas terus mendukung sosialisasi dan pengembangan sistem pembayaran digital guna mempermudah transaksi serta meningkatkan pertumbuhan ekonomi lokal.
Pelatihan Digital Marketing untuk Meningkatkan UMKM di Desa Hegar Mukti Hasyim, Wachid; Windi, Windi; Wirjawan, Tri Wahju; DS, Yunita Ramadhani Ratnaningsih
Lentera Pengabdian Vol. 1 No. 04 (2023): Oktober 2023
Publisher : Lentera Ilmu Nusantara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59422/lp.v1i04.250

Abstract

UMKM di Indonesia telah menjadi bagian penting dari sistem perekonomian di Indonesia. Hal ini dikarenakan UMKM merupakan unit-unit usaha yang lebih banyak jumlahnya dibandingkan usaha industri berskala besar dan memiliki keunggulan dalam menyerap tenaga kerja lebih banyak dan juga mampu mempercepat proses pemerataan sebagai bagian dari pembangunan. UMKM yang terdapat di Desa Hegar Mukti Kecamatan Cikarang Pusat Kabupaten Bekasi salah satunya UMKM Rengginang. Usaha tersebut memiliki ciri khas yang menjadi pembeda antara usaha tersebut dengan usaha yang lain. Tetapi usaha tersebut masih memiliki keterbatasan yang menjadi permasalahan, seperti belum ada penentuan packaging dan strategi pemasarannya yang masih belum terorganisir dengan baik. Dalam hal ini, digital marketing menjadi solusi yang tepat yang harus dilakukan oleh pelaku pebisnis UMKM. Digital marketing menjadi solusi yang tepat karena dapat menjangkau konsumen lebih luas dan cepat
Peninjauan Nilai Kerapuhan Struktur Bangunan Beton Bertulang dengan Pendekatan Time History Berdasarkan SNI 1726:2012 dan SNI 1726:2019 Alamsyah, Piko; Hasyim, Wachid; Suharwanto, Suharwanto
EXTRAPOLASI Vol 22 No 01 (2025)
Publisher : Universitas 17 Agustus 1945 Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30996/ep.v22i01.12967

Abstract

Indonesia berada dalam jalur pasific ring of fire, dimana terdapat 3 (tiga) lempeng tektonik utama (indo-australia, eurasi, pacific), sehingga Indonesia berada di jalur gempa teraktif di dunia. pada penelitian ini dilakukan pada sebuah bangunan gedung yang berlokasi di Tangerang terdiri dari 4 lantai, sebagai studi kasus yang perhitungan beban gempanya masih memakai SNI 1726 tahun 2012. Metode untuk menganalisis kerentanan dari suatu struktur adalah dengan membuat kurva kerapuhan dari struktur tersebut. Kurva kerapuhan ini merepresentasikan tingkat kerentanan bangunan tersebut terhadap beban yang ditinjau, yang dalam hal ini adalah beban gempa. Penelitian ini bertujuan untuk membuat kurva kerapuhan dari struktur gedung yang berada pada kota Tangerang. Metode yang digunakan adalah analisis riwayat waktu. Berdasarkan hasil yang didapatkan bahwa kemungkinan struktur akan mengalami Extensice dan Complite adalah sebesar 47% (2012) dan 2,7% (2019), yang berati telah mengalami kerusakan yang signifikan. Dan begitu juga didapatkan bahwa kemungkinan stuktur mengalami Slight atau kerusakan ringan sebesar 72,3% (2012) dan 85,8% (2019).
Analisis Kerapuhan Seismik Struktur Gedung Tak Beraturan dengan Analisis Pushover Hasyim, Wachid
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 13 No 1 (2025): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v13i1.3741

Abstract

Structural damage often occurs in buildings due to earthquake loads. Irregular buildings have a greater risk of damage due to earthquakes than regular buildings. Because the probability of an earthquake occurring in a structure cannot be predicted, an analysis is needed that can describe the vulnerability or fragility due to earthquakes. The purpose of this study was to determine the performance of irregular buildings and the probability of building damage based on seismic fragility. The method used to compile the seismic fragility curve is HAZUS, while the structural performance is obtained from the pushover analysis. Hazus is a method for estimating losses due to disasters, while the pushover analysis is in the form of a push-load application on the structure. Based on the results of the analysis, the structural performance point was obtained with a base shear force and displacement in the x direction of 4194.424 kN and 0.145 m, while in the y direction it was 4187.2016 kN and 0.152 m. The performance level of the building structure based on the analysis results is stated in the Damage Control (DC) condition according to ATC-40 and Life Safety (LS) according to FEMA 440. Based on the fragility curve, the probability of ultimate damage and yield conditions in moderate criteria and the probability of damage in the x and y directions of the building is 100%. The results of this study provide important information about the condition of irregular building structures during an earthquake so that it can be used for structural evaluation and mitigation during an earthquake.
Optimasi Biaya Material Balok Beton Bertulang Berdasarkan Rasio Tulangan Dan Kuat Lentur Hasyim, Wachid
Jurnal Rekayasa Infrastruktur Vol. 11 No. 1 (2025): Jurnal Rekayasa Infrastruktur
Publisher : Program Studi Teknik Sipil Universitas Wiralodra

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31943/jri.v11i1.292

Abstract

Kinerja struktural balok beton bertulang sangat dipengaruhi oleh keberadaan tulangan tarik, di mana jumlah tulangan yang digunakan ditentukan oleh besarnya rasio tulangan (ρ). Pemilihan rasio tulangan yang tepat menjadi faktor kunci dalam menentukan kapasitas balok dalam menahan momen lentur, serta berpengaruh terhadap tingkat kekakuan dan daktilitas elemen struktur tersebut. Penelitian ini bertujuan mengoptimalkan rasio tulangan (ρ) pada balok beton bertulang dengan mempertimbangkan aspek teknis dan ekonomi. Analisis dilakukan pada tiga balok (B1, B2, B3) gedung perkuliahan 3 lantai dengan dimensi dan beban berbeda, menggunakan metode GRG Nonlinear dalam Excel Solver. Hasil menunjukkan rentang ρ optimal 0.0035–0.01707 sesuai SNI 2847:2019, dengan momen nominal (Mn) minimal 169.48 kNm (B1), 68.10 kNm (B2), dan 49.19 kNm (B3) pada ρ minimum. Optimasi biaya menghasilkan penghematan signifikan: Rp313,417.13/m (B1), Rp167,902.03/m (B2), dan Rp140,283.86/m (B3) dengan ρ 0.0035 (B1-B2) dan 0.0044 (B3). Temuan kunci mengungkap bahwa peningkatan ρ tidak selalu meningkatkan kekuatan secara proporsional, tetapi berdampak besar pada biaya material. Pendekatan GRG Nonlinear terbukti efektif menyeimbangkan kriteria kekuatan (Mn ≥ Mu) dan efisiensi biaya, dengan validasi menunjukkan seluruh desain memenuhi syarat keruntuhan seimbang. Penelitian ini memberikan rekomendasi praktis untuk desain struktur ekonomis berbasis optimasi ρ, khususnya pada proyek gedung bertingkat.
Analisis Sensitivitas Kuat Leleh Tulangan Terhadap Kuat Lentur Balok Beton Bertulang Hasyim, Wachid
Teras Jurnal : Jurnal Teknik Sipil Vol. 15 No. 1 (2025): Volume 15 Nomor 1, Maret 2025
Publisher : UNIVERSITAS MALIKUSSALEH

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29103/tj.v15i1.1223

Abstract

Abstrak Kuat lentur balok beton bertulangan tunggal dipengaruhi oleh karakteristik material baja tulangan, terutama kuat lelehnya. Penelitian ini bertujuan untuk menganalisis sensitivitas kuat leleh (fy) baja tulangan terhadap kapasitas lentur (Mn) balok beton, dengan mempertimbangkan ketidakpastian menggunakan metode simulasi Monte Carlo. Metode deskriptif numerik diterapkan untuk menghitung parameter statistik fy dari data pengujian laboratorium. Hasil penelitian menunjukkan bahwa sensitivitas kuat leleh bervariasi terkait dimensi balok, di mana balok B3 memiliki sensitivitas maksimum sebesar 1.70, menunjukkan potensi peningkatan kapasitas lentur yang signifikan. Kesimpulan dari penelitian ini menegaskan pentingnya pemilihan baja tulangan yang tepat untuk meningkatkan kinerja struktural. Penelitian lebih lanjut disarankan untuk mempertimbangkan variabel lain, seperti jenis tulangan dan kondisi beban, untuk mendapatkan gambaran kinerja yang lebih komprehensif. Kata kunci: kuat leleh, kuat lentur, analisis sensitivitas, ketidakpastian, simulasi Monte Carlo Abstract The flexural strength of singly reinforced concrete beams is influenced by the characteristics of the reinforcing steel, particularly its yield strength. This study aims to analyze the sensitivity of the yield strength (fy) of reinforcing steel to the flexural capacity (Mn) of concrete beams, considering uncertainty using the Monte Carlo simulation method. A descriptive numerical method was applied to calculate the statistical parameters of fy from laboratory test data. The study results indicate that the sensitivity of yield strength varies with the dimensions of the beams, where Beam B3 exhibits the maximum sensitivity of 1.70, indicating a significant potential increase in flexural capacity. The conclusion of this study emphasizes the importance of selecting the right reinforcing steel to enhance structural performance. Further research is recommended to consider other variables, such as the type of reinforcement and loading conditions, to obtain a more comprehensive performance overview. Keywords: yield strength, bending strength, sensitivity analysis, uncertainty, Monte Carlo simulation
Kegiatan Apresiasi Puisi dan Cerpen Karya Siswa untuk Meningkatkan Literasi di SMK Negeri 1 Kepil Setiyono, Junaedi; Rokhayati, Titi; Hasyim, Wachid
Abdibaraya Vol 4 No 02 (2025): Abdibaraya
Publisher : Universitas Ma'arif Nahdlatul Ulama Kebumen

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.53863/abdibaraya.v4i02.1833

Abstract

This community service activity was carried out through collaboration between Muhammadiyah University Purworejo and SMK Negeri 1 Kepil, Wonosobo, with the aim of increasing students' motivation and skills in writing literary works, particularly poetry and short stories. The background to this activity was the common problem faced by high school students and their equivalents, namely limited knowledge, insight, and skills in producing quality literary works. The implementation methods included lectures, question-and-answer sessions, and interactive discussions, with the main content being inspirational narratives about the experience of writing poetry and short stories presented by the speakers. The results of the activity showed the collection of 73 literary works, consisting of 45 poems and 28 short stories, all of which received appreciation through discussions of their strengths and constructive feedback to improve their weaknesses. Students' enthusiasm was reflected in their active participation, both in discussion sessions and in the interlude event featuring poetry readings. This activity also encouraged students to submit their literary works to teachers who also served as committee members, thereby fostering a spirit of continued writing. Overall, this activity made a positive contribution to addressing low motivation to write and limitations in students' knowledge and skills in the field of literature. Furthermore, this programme is expected to become a sustainable catalyst for the creation of a culture of creative literacy in schools, enabling students to develop their literary potential to the fullest.
The Influence of the K3 Program and Incentives on Employee Productivity Mediated by Job Satisfaction in Millennial Generation Employees in Bekasi District Rustianah, Rustianah; Ardianto, Riski Eko; Hasyim, Wachid
Formosa Journal of Multidisciplinary Research Vol. 3 No. 9 (2024): September 2024
Publisher : PT FORMOSA CENDEKIA GLOBAL

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55927/fjmr.v3i9.11450

Abstract

This study discusses the effect of the K3 (Occupational Health and Safety) program and incentive on employee productivity mediated by job satisfaction in millennial generation employees in Bekasi Regency. This study uses a quantitative approach with a sample size of 96 samples. Sample calculation using the Lemeshow formula.  The results are Occupational health and safety (OHS) programs have no positive impact on the productivity, incentive has a significant influence on the productivity, Job satisfaction has a direct impact on the productivity, Occupational health and safety (OHS) programs play an important role in improving job satisfaction, incentive plays an important role in increasing the job, Occupational health and safety (OHS) programs can influence the productivity through the mediation of job satisfaction and incentive plays an important role in increasing the productivity mediated by their level of job satisfaction.
How Organizational Trust and Commitment Impact Performance Rustianah; Ardianto, Riski Eko; Hasyim, Wachid
Jurnal Multidisiplin Madani Vol. 4 No. 5 (2024): May 2024
Publisher : PT FORMOSA CENDEKIA GLOBAL

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55927/mudima.v4i5.8281

Abstract

Human resources (HR) are the main component in an organization, and also Human resources have an important role in every activity and activity implementation carried out by an organization. To improve employee performance, several things that need to be considered are issues of organizational trust and commitment. The research uses quantitative research methods using primary data collected through online questionnaires. The population in this study was 200 active employees who worked at one of PT. Module Intrac Yasatama and the sample used was 90 respondents. The data was  analyzed using multiple linear regression analysis techniques. Based on research results, organizational trust and commitment has a positive and significant effect on employee performance
Kalibrasi Faktor Keamanan Global Pada Balok Beton Bertulang Eksisting Hasyim, Wachid
Jurnal Konstruksi dan Infrastruktur : Teknik Sipil dan Perencanaan Vol 13 No 1 (2025): Jurnal Konstruksi dan Infrastruktur Vol 13 No.1 : April 2025
Publisher : Civil Engineering Department, Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jki.v13i1.9938

Abstract

In building construction, the safety and reliability of structural components ensure the overall safety of the building. The safety factor in building structures is demonstrated by the ability of a structure to withstand the loads acting upon it, where the building's safety factor can be measured using the concept of the global safety factor of the structure. This research aims to determine the magnitude of the safety factor and the design flexural resistance value of reinforced concrete beams according to the Global Safety Factor (GSF) concept. The resistance value obtained by calculating the global safety factor can serve as a reference in the design of beam structural components. The method used involves numerical analysis with a structural reliability analysis approach to obtain the resistance factor (γ) with the level of explanation in the research presentation being descriptive-numerical. Based on the analysis results, the global safety factor value obtained becomes a parameter influencing the design strength of the beam's resistance in terms of flexural strength. From the analysis results, the reliability index (β) was found to range between 7.80 and 8.30. Furthermore, the calculated safety factor (γR) was found to be in the range of 2.40 to 2.53. Additionally, the nominal resistance (Rm) and the global design resistance (Rd) of the beam were found to be 780.50 kNm and 325.21 kNm, respectively, indicating that the beam has been adequately designed to withstand bending moments under service conditions. Keywords: Global Safety Factor (γ), Global Design Resistance (Rd), Reliability Index (β).
Co-Authors Ahmad Gunawan Alamsyah, Piko Aliamin, Rygo Aprilia, N Ika Arif, Wawan Butsianto, Sufajar Chairunisa, Visca Dharma Prayuda, Dhian DS, Yunita Ramadhani Ratnaningsih Fahira, Najma Firdiansyah, Akhmad Henry Bambang Setyawan Hutapea, Apriyanti Ibnu Fajar Ida Abdul Gopar Indra Permana, Indra Indrawati, Wiwini Junaedi Setiyono Martinus Tukiran Muhtajuddin Danny Naya, Candra Nengsih, Nengsih Oktapia, Pipi Pahlevi, Yonathan Agung Pratiwi, Vina Putih, Muhadar Qorina, Imelda Ramadhan, Muhammad Iqbal RDS, Yunita Ramadhani Riski Eko Ardianto Riyadhi, Agung Rochman, Nur Fatur Rokhmatin, Isnaini Rustianah Rustianah, Rustianah Stephanie Stephanie Suhana, Nono Suharwanto Suharwanto Titi Rokhayati Tri Wahyu Wirjawan Triwibowo, Edi Wahyudi Wahyudi Widiacahyani, Resti Windi Windi, Windi Wirjawan, Tri Wahju Yoppy Mirza Maulana Zamzami, Ajud Kadlel Zhafira, Fadhila Rizqa