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All Journal RACIC : Rab Construction Research Jurnal Ilmiah Universitas Batanghari Jambi WAJAH HUKUM Jurnal LEX SPECIALIS Legalitas: Jurnal Hukum Nusantara Science and Technology Proceedings Journal of Civil Engineering Science & Technology (CI-TECH) KERN : Jurnal Ilmiah Teknik Sipil Envirotek : Jurnal Ilmiah Teknik Lingkungan Jurnal Teknik Sipil
Sumaidi Sumaidi
Civil Engineering Study Program, Faculty Of Engineering, Universitas Pembangunan Nasional “Veteran” Jatim, Surabaya 60294, Indonesia
Agriculture, Biological Sciences & Forestry Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Economics, Econometrics & Finance Education Energy Engineering Environmental Science Industrial & Manufacturing Engineering Law, Crime, Criminology & Criminal Justice Materials Science & Nanotechnology Medicine & Pharmacology Transportation

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ANALISA PERBANDINGAN GELAGAR MEMANJANG PADA JEMBATAN PADI – WIYU DI KABUPATEN MOJOKERTO Sumaidi
Envirotek : Jurnal Ilmiah Teknik Lingkungan Vol. 12 No. 1 (2020): Envirotek: Jurnal Ilmiah Teknik Lingkungan
Publisher : Universitas Pembangunan Nasional Veteran Jawa Timur

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33005/envirotek.v12i1.45

Abstract

Jembatan Padi - Wiyu di Kecamatan Gondang Kabupaten Mojokerto ini adalah untuk penyediaan sarana trasportasi. Analisa pembebanan yang dipakai berdasarkan pada peraturan Standar Pembebanan untuk Jembatan RSNI T-02-2005. Dari hasil analisa perhitungan perencanaan jembatan Padi – Wiyu dengan struktur baja, maka dapat disimpulkan sebagai berikut: Data struktur gelagar jembatan memanjang adalah gelagar baja dengan panjang total jembatan 40,00 m, lebar total jembatan 4,90 m, lebar kerb 2 x 0,3 m, lebar lantai kendaraan 4,00 m, jarak gelagar memanjang 0,75 m, tebal plat lantai 20 cm. Adapun pemilihan rangka baja pada jembatan ini yakni pada gelagar memanjang menggunakan profil WF.300.150.6,5.9 sedangkan untuk gelagar melintang menggunakan WF.500.200.10.16, untuk rangka utama dan rangka atas menggunakan profil WF.300.300.12.12, untuk ikatan angin menggunakan profil WF.200.100.4,5.7. Sebagai pembanding gelagar memanjang di lapangan dengan gelagar memanjang yang direncanakan menggunakan profil WF.300.150.5,5.8.
PERBANDINGAN RANGKA JEMBATAN TIPE WARREN DAN TIPE PRATT PADA JEMBATAN BRANTAS Adi Nugroho; Sumaidi
Envirotek : Jurnal Ilmiah Teknik Lingkungan Vol. 13 No. 2 (2021): Envirotek: Jurnal Ilmiah Teknik Lingkungan
Publisher : Universitas Pembangunan Nasional Veteran Jawa Timur

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33005/envirotek.v13i2.143

Abstract

Jembatan merupakan fasilitas penghubung suatu wilayah yang berfungsi untuk fasilitas penunjang ekonomi wilayah tersebut. Jembatan memiliki fungsi krusial disuatu wilayah untuk melakukan aktifitas dan pekerjaan sehari-hari seperti, perdagangan, sosial, politik & lain sebagainya. Di Jawa Timur, tipe rangka yang digunakan banyak menggunakan rangka tipe Warren, sehingga diperlukan perbandingan analisis dengan tipe jembatan lain untuk menentukan tipe jembatan yang paling efisien. Pada analisis ini dipakai jembatan tipe Pratt. Analisis ini bertujuan untuk membandingkan rasio kekuatan terhadap berat struktur total. Dari output analisis didapat dalam Jembatan tipe Warren rasio kekuatan terhadap berat struktur adalah 3,417 sedangkan jembatan tipe Pratt mempunyai rasio kekuatan terhadap berat struktur adalah 3,358. Besar defleksi yang terjadi pada struktur rangka Warren adalah sebesar -0.0528 lebih kecil daripada jembatan tipe Pratt yaitu -0.0571. Berat dari struktur jembatan tipe Warren memiliki berat sebesar 18042,4 kg, sedangkan jembatan tipe Pratt sebesar 19023 kg. Berdasarkan hasil analisis yang didapat, maka ditunjukkan bahwa rasio kekuatan dan berat struktur jembatan tipe Warren adalah 3,417 dan tipe Pratt sebesar 3,358.
PERBANDINGAN RESPON STRUKTUR MRF DAN CBF TERHADAP GEMPA PADA GEDUNG PERKANTORAN SURABAYA Adi Nugroho Santoso; Sumaidi
Jurnal Teknik Sipil Vol 18 No 1 (2022): Jurnal Teknik Sipil
Publisher : Universitas Kristen Maranatha

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.28932/jts.v18i1.3623

Abstract

Indonesia is a country that prone earthquakes. Therefore, knowledge of earthquake-resistant building construction is needed in reducing the risk of damage caused by earthquakes. There are several methods of earthquake-resistant construction planning, one of which is the pushover analysis method. Pushover is a nonlinear static analysis method in which the structure is subjected to gravity loading and displacement-controlled lateral loads which continue to increase through elastic and inelastic behavior until the final condition. One of the popular construction materials in structural planning is steel construction, which has a uniform structure, lightweight, strong, and easy to work with. In modeling earthquake-resistant structures, several popular models are the MRF and CBF models. MRF is a structural configuration model configured on beams that are firmly connected to columns. Based on a rigid beam-column connection, the moment frame cannot be moved laterally without bending the beam or column depending on the connection geometry. Results The case study on the comparison of the two structural models concluded that in the design of earthquake-resistant steel structures using the pushover method, it was found that the MRF structure had higher ductility than the CBF, namely 2.1:1.6.
Analysis of the Relationship of Concrete Column Structural Elements to Steel Frame Beams Supporting Swimming Pool Loads in the East Coast Center II Phase 2 Surabaya Project Sumaidi; Wahyu Kartini; Rida Pribady
Nusantara Science and Technology Proceedings 5th International Conference Eco-Innovation in Science, Engineering, and Technology
Publisher : Future Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.11594/nstp.2024.4508

Abstract

The swimming pool is located on the top floor of the building with a large swimming pool making structural design pay attention to all aspects, especially safety aspects when used. The structural method used in this study is a combination of structures between concrete columns and Bailey model steel frame beams. The use of steel frame beams is because the swimming pool has an area of 27 m x 20,5 m and under the swimming pool there should be no columns to create a spacious room. In the combination of these structures, the relationship between concrete columns and steel frame beams (JCB) is connected using anchors as a component that transfers loads. The anchor used is an L-shaped anchor model. The anchor is connected at four end points of the steel frame beam which helps transfer the load to the concrete column. From the results of the analysis with ETABS software, the largest value of the axial force (Fz) is 5525113,22 N and the shear force (Fx) is 6438725 N. According to SNI 2847: 2019, the anchor needed to reduce the axial force and shear force is used 52 36 mm diameter anchors with a shear capacity value of 6496089,6 N and an axial capacity value of 12492480 N.
ANALISIS STRUKTUR BALOK RANGKA TERSUSUN BAJA H-BEAM TERHADAP BEBAN KOLAM RENANG PADA PROYEK EAST COAST CENTER II PHASE 2 PAKUWON CITY SURABAYA Rida Pribady; Sumaidi Sumaidi; Wahyu Kartini
Racic : Rab Construction Research Vol. 10 No. 1 (2025): JUNI 2025
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36341/racic.v10i1.5240

Abstract

The existence of a swimming pool above the building plus the size of the swimming pool makes the designed structure must be safe for its users. One of the structural methods used is a combination of structures where the use of a steel frame beam structure is connected to a concrete column. The steel frame beam structure uses two H-beam steel profiles arranged in a Bailey frame model. The frame beam uses a HWF 350.350.12.19 arranged profile with stiffening using a 20 mm thick coupling plate. In this structure, all connections use the welding connection method. The use of a steel frame beam structure is expected to be able to support the load of a swimming pool that stretches 27 m x 20.5 m. To determine the behavior and response of the steel frame beam structure to the load, a stability analysis of the steel frame beam structure was carried out using an auxiliary program. From the results of the analysis of the compressive and tensile control of the axial force of the frame beam, it is able to support the swimming pool load with the largest compressive control value of bar B11 11994701.59 N > 8375985.50 N and the largest tensile control of bar B19 16317000 N > 10384957.50 N.
Co-Authors Adi Nugroho Adi Nugroho Santoso Adi Nugroho Santoso Alma Christine Puspasari Rumaseb Anna Rumintang Ardila Mulyani Larasati Firra Rosariawari Fithri Estikhamah Made Dharma Astawa Mhd Badri Mhd. Badri Mohamad Mirwan Putri Shinta Permatasari Reza Iswanto Rida Pribady Rida Pribady Rizka Abdillah Arisandi Wahyu Kartini wahyu kartini