Article Per Year (5 Year)
p-Index From 2021 - 2026
0.444
P-Index
This Author published in this journals
All Journal Jurnal Teknik Sipil Unika Soegijapranata : G-SMART (Geoteknik, Struktur, Manajemen Konstruksi, Sumber Daya Air, Transfortasi) Jurnal Penyuuhan dan Pemberdayaan Masyarakat (JPPM)
Widianto, David
Unknown Affiliation
Agriculture, Biological Sciences & Forestry Humanities Civil Engineering, Building, Construction & Architecture Education Engineering Environmental Science Social Sciences Transportation

Published : 2 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 1 Documents
Search

 1 
Perencanaan Ulang Struktur Bangunan Gedung Training Center (Jalan Durian Raya, Banyumanik Semarang) Perkasa, Febry Candra; Messara, Hugo; Widianto, David; Setiadi, Budi
G-SMART Vol 8, No 2: Desember 2024
Publisher : Universitas Katolik Soegijapranata Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24167/gsmart.v8i2.3701

Abstract

Building is one of the places used for student activities both for entertainment, lectures to work, especially in major cities.This building is functioned as a Training Center for students and lecturers. Building with a height of 32 meters with 8 floors and 1 roof floor with a land area of 3192 m2  and a building area of 5616 m2. The building has a shearwall in the directions of x and in the central of structure.A structure of training center building use indonesian code SNI 1726:2019, SNI 2847:2019, SNI 1727:2019, PBI 1971and PPURG. Planning of the lower structure includes the foundation, pilecaps, and tiebeam. While planning of the upper structure includes beam, column, floor plates, stairs, and shearwall. To calculate the moments and reactions to the building using ETABS version 16.The result of planning floor slabs and roof slabs with a thickness of 13 cm. Beam design planning BI-A = 350 x 700, BI-B = 250 x . 500 , BA = 200 x 300. Column planning design K1 = 500 x 500, K2 = 450 x 450, K3 = 400 x 400, K4 = 350 x 350. Design planning of pile foundation 30 cm with a depth of 20 meters.
Co-Authors Anggia Ayu Tambunan, Raphita Celyna Arum, Dewi Puspa Athaya Illahi, Aisyah Ghina Budi Setiadi, Budi Haratua Sinaga, Simon Fridolin Kusuma Agung, Airlangga Mar’ie Haqiqi, Syafrizal Messara, Hugo Perkasa, Febry Candra Rahmadanti , Nadya Novelia Siskawati, Siskawati Tharisa, Shindy Putri Wardani, Rifda