Article Per Year (5 Year)
p-Index From 2021 - 2026
2.543
P-Index
This Author published in this journals
All Journal at-tamkin: Jurnal Pengabdian kepada Masyarakat Media Ilmiah Teknik Lingkungan Journal of Earth and Marine Technology (JEMT) Jurnal Pengabdian kepada Masyarakat Jurnal Pengabdian pada Masyarakat Ilmu Pengetahuan dan Teknologi Terintegrasi Jurnal Pengabdian Mandiri Jurnal Geominerba West Science Interdisciplinary Studies Mining Science and Technology Journal West Science Interdisciplinary Studies Serambi Engineering
Jayaputra, Harsalim Aimunandar
Prodi Teknologi Pertambangan, Jurusan Teknik Sipil, Politeknik Negeri Malang
Agriculture, Biological Sciences & Forestry Humanities Automotive Engineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Earth & Planetary Sciences Economics, Econometrics & Finance Education Electrical & Electronics Engineering Energy Engineering Environmental Science Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Physics Public Health Social Sciences Transportation Other

Published : 17 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 1 Documents
Search
Journal : Serambi Engineering

 1 
Studi Eksperimental Lendutan Pelat lantai Menggunakan Bata Hebel dengan Perkuatan Besi Siku Deni Putra Arystianto; Fauzi Akbar Rahmawan; Kharisma Nur Cahyani; Harsalim Aimunandar Jayaputra
Jurnal Serambi Engineering Vol. 9 No. 4 (2024): Oktober 2024
Publisher : Faculty of Engineering, Universitas Serambi Mekkah

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

Abstract

This research examines the deflection behavior of floor slabs using Hebel blocks as the main material, reinforced with angle iron. The aim of this study is to understand how angle iron reinforcement can enhance the flexural capacity and stiffness of floor slabs made of Hebel blocks. The methodology involved experimental testing of 200 cm x 200 cm floor slabs using Hebel blocks measuring 20 cm x 60 cm x 7.5 cm and 5/5 angle iron reinforcement, with test loads applied through a water tank up to 250 kg/m². Deflection was measured using dial gauges at three different points: at both supports and the mid-span of the slab. The results of the study showed that the use of angle iron significantly improved the slab's stiffness and load-bearing capacity, with a uniform distribution of deflection. The largest deflection occurred at the mid-span, with an average dial 2 reading of 3.284 mm and a maximum deflection of 5.25 mm. Meanwhile, deflection at the supports showed average readings of 2.958 mm on dial 1 and 2.0978 mm on dial 3. This indicates that the deflection at the mid-span experienced the maximum load and deflection. The deflection at the supports, as measured by dials 1 and 3, was relatively symmetrical. The allowable deflection calculated based on SNI 2847-2019 is 11.11 mm or 16.67 mm, indicating that the slab deflection remains within safe limits.
Co-Authors Achendri M. Kurniawan Agus Suhardono Amarullah, Muhammad Romi Annisa' Carina Armin Naibaho Dandung Novianto Deni Putra Arystianto Deni Putra Arystianto G. A. Gautama Gautama, Gregorius Aryoko Gindang Rain Pratama Helik Susilo Heru Dwiriawan Sutoyo Kharisma Nur Cahyani Lydianingtias, Diah MEDITAMA, RATNA Muhammad Tri Aditya Pratama , Gindang Rain Pratama, Gindang R. Pungarto, Irwanda Yuni Purwady, Ary Kusuma Putra, Agus Dwi R., Bobby Asukmajaya Rahardjo, Bobby Asukmajaya Rahmawan, fauzi Akbar Suhariyanto Suhariyanto Zulmy Faqihuddin Putera