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Meri Sufina
Universitas Putra Indonesia YPTK Padang
Civil Engineering, Building, Construction & Architecture Control & Systems Engineering Electrical & Electronics Engineering Industrial & Manufacturing Engineering Mechanical Engineering

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Analisisa Persepsi Pengguna Jalan terhadap Dampak Positif dan Negatif Tidak Adanya Median Jalan Meri Sufina; Nadra Arsyad; Muhammad Hafidz
Civil Engineering Collaboration Vol. 5 (2020) No. 2
Publisher : Universitas Putra Indonesia YPTK Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35134/jcivil.v5i2.11

Abstract

Roads are the most common land transportation infrastructure used by the community to carry out daily mobility compared to water and air transportation, so that the volume of vehicles passing through these roads must be able to be supported by pavement on the roads they pass. Median is a path that is located in the middle of the road to divide the road in each direction. The median and its limits must be visible to every driver's eyes both during the day and night and all weather and conditions so that no accident occurs. The purpose of this study was to determine how perceptions of road users on the positive and negative impacts of the absence of a road median on the Sudirman road section. The results of this research can be done by conducting a field survey of road users. After that, the questionnaire was distributed with the number of respondents from the average results for a week of 50 respondents. So that it is obtained from the SPSS statistics. From the research results the validity test of the median variable of road and traffic accidents is declared "Valid". While the results of the reliability test produce a value for the median level of the road 0.883 or categorized as "Good" and the level of traffic accident 0.769 or categorized as "Acceptable"
Desain Ulang Struktur Bawah Bangunan Studi Kasus: Gedung Kantor DPRD Dharmasraya Provinsi Sumatera Barat Jihan Melasari; Meri Sufina; Afdhal Yusra
Civil Engineering Collaboration Vol. 6 (2021) No. 1
Publisher : Universitas Putra Indonesia YPTK Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35134/jcivil.v6i1.16

Abstract

Solid construction certainly has a strong foundation that sustain Minimizing the potential for a settlement and the destruction of the foundation is so important to be known. So we should be able to know exactly how large a bearing capacity of the foundation. The purpose of this thesis is to redesign the foundation witha bore pile foundation. So in terms of knowing the size of the bearing capacity of the foundation, ,we discusses how the value of the bearing capacity of the foundation analytically which in this case using mayerhoff method, the from data SPT will using reese & wright method and mayerhoff method. The value of bearing capacity that we seek to determine the strength of the foundation that suffer a load the which is located thereon. legislative officebuilding Dharmasraya using a pile foundation and design with bore pile foundation, At the point BH-1 the carrying capacity of the single pile foundation is greater than the load, the foundation is said to be safe, Q permits> the rated load is 2000,32 tons > 47,973 tons. At point BH-2 the bearing capacity of the pile foundation of the group is greater than the load, the foundation is said to be safe, Q permits > 2073,532 tons > 1218,989 tons. At point BH-1 the carrying capacity of single bore pile foundation is greater than load carrying, the foundation is said to be safe, Q permit> the mean load is 1230,249 tons > 47,973 tons. At BH-2 point thecarrying capacity of the bore pile foundation is larger than the load, the foundation is said to be safe, Q permits> the rated load is 1222,337 tons > 1218,989 tons.
Program Perhitungan Upah Tenaga Kerja pada Proyek Konstruksi Menggunakan Bahasa Pemograman Visual Basic.Net Meri Sufina
Civil Engineering Collaboration Vol. 6 (2021) No. 1
Publisher : Universitas Putra Indonesia YPTK Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35134/jcivil.v6i1.17

Abstract

Computer technology enters all fields including civil engineering. There have been many computer applications in civil engineering such as AutoCAD, Google Sketcup, SAP 2000, ETABS, etc. Utilization of computer technology can help various activities, one of them is construction project work. Many things cause delays in construction work, one of which is the problem of paying workers. Calculation of labor wages that still manually cause delays in payment of wages. Then a program for calculating labor wages in construction projects was made to support the construction project. This program uses visual basic.NET programming language by collecting data, designing programs and followed by making program codes to produce thedesired construction wage calculation program.
Co-Authors Afdhal Yusra Jihan Melasari Muhammad Hafidz Nadra Arsyad