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Muhardi, Zeldi
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Civil Engineering, Building, Construction & Architecture Engineering Transportation

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PERANCANGAN STRUKTUR BETON BERTULANG PADA BANGUNAN GEDUNG RUMAH DAN TOKO 4 LANTAI DI JALAN SEPAKAT II KOTA PONTIANAK: PERANCANGAN STRUKTUR BETON BERTULANG PADA BANGUNAN GEDUNG RUMAH DAN TOKO 4 LANTAI DI JALAN SEPAKAT II KOTA PONTIANAK Marulitua, Albinus; Syahrani, Deny; muhardi, zeldi
RETENSI Vol. 2 No. 2 (2022): Retensi
Publisher : Jurusan Teknik Sipil Polnep

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31573/retensi.v2i2.473

Abstract

Kota Pontianak mempunyai potensi sumber daya manusia yang jumlahnya cukup besar dengan jumlah pertumbuhan penduduk yang semakin tahun semakin meningkat. Dengan bertambahnya jumlah penduduk maka kebutuhan ekonomipun akan semakin meningkat dan seiring dengan hal tersebut, manusia membutuhkan kelengkapan untuk membuka suatu usaha atau berbisnis. Kegiatan usaha dalam hal perdagangan diperlukan sarana dan prasarana alternatif yang dapat menunjang pengembangan usaha yang akan diperdagangkan. Salah satu sarana dan prasarana perdagangan adalah rumah dan toko atau biasa yang sering disebut dengan ruko. Pembangunan ruko tidak hanya dimanfaatkan sebagai tempat berbisnis atau perdagangan saja, namun dapat diperluas fungsinya sebagai rumah tinggal. Bagi seseorang yang ingin mengembangkan usaha mandiri di rumah, ruko menjadi solusi praktis karena lebih menghemat biaya, tenaga, dan waktu dibandingkan dengan mendirikan tempat usaha dengan rumah yang terpisah ataupun berjauhan. Dalam perencanaan konstruksi, digunakan struktur beton bertulang yang terdiri dari 4 lantai dengan spesifikasi mutu beton (fc’) 25 dan 30 MPa serta mutu baja 420 (fy) dan 280 (fy) yang dihitung berdasarkan Standar Nasional Indonesia (SNI) yaitu SNI 03-2847-2013 serta menggunakan aplikasi SAP2000 untuk perhitungan gaya gaya dalam, sehingga gambar rencana dapat dibuat sesuai dengan hasil perhitungan yang didapat. Dari hasil perhitungan diperoleh juga tebal untuk atap dak adalah 10 cm, untuk plat lantai 12 cm, dan lantai koridor setebal 15 cm. Balok induk yang digunakan berukuran 30cm x 60cm, balok anak yang digunakan berukuran 25 cm x 50 cm dan 15 cm x 30 cm, kolom yang digunakan berukuran 50 cm x 50 cm, dan 40 x 40 cm. Pondasi yang digunakan adalah pondasi Tiang Pancang, dengan ukuran tiang pancang 25 cm x 25 cm sebanyak 6 buah, dimensi pile cap yang digunakan 180 cm x 120 cm dengan tinggi 50 cm.
PERENCANAAN MANAJEMEN KONSTRUKSI PEMBANGUNAN HOTEL DESA SELUAS KECAMATAN SELUAS KABUPATEN BENGKAYANG: PERENCANAAN MANAJEMEN KONSTRUKSI PEMBANGUNAN HOTEL DESA SELUAS KECAMATAN SELUAS KABUPATEN BENGKAYANG Aisyah, Nur; Putri, Putri; muhardi, zeldi; widhiyastuti, Rahayu
RETENSI Vol. 4 No. 2 (2024): Retensi
Publisher : Jurusan Teknik Sipil Polnep

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31573/retensi.v4i2.770

Abstract

Improving the facilities and infrastructure of the Village Hotel Building in the Se Wide District of Bengkayang Regency is very necessary because the construction of this building will greatly influence the activities in the Village Hotel Building in the Se Wide Subdistrict of Bengkayang Regency. This building planning is very influential because it will produce a building that meets sturdy, economical and aesthetic requirements in order to plan costs, time, quality, human resources and occupational safety and health (K3) requirements. In the management planning for the Hotel Building in the Selebar Village, Selebar Subdistrict, Bengkayang Regency, an analysis of the working drawings used for the management planning object was carried out first. So that job descriptions are obtained from working drawings to plan cost management, time management, quality management, human resource management using direct costs, and occupational health and safety (K3). In writing this final assignment the author used primary data and secondary data. Based on the data that the author has obtained, the final results include a planned cost budget (RAB), amounting to Rp. 15,555,978,000.00, work duration is 184 calendar days, quality management is made using a quality checklist table that is in accordance with standards, human resources (HR) are obtained for foundation reinforcement work. K3 results show that risk control and the need for personal protective equipment are in accordance with standards and needs. Keywords: RAB, time, quality, human resources, K3
KAJIAN OPTIMALISASI RUTE PENGANGKUTAN SAMPAH DI KOTA PONTIANAK Muhardi, Zeldi
Jurnal Teknik Sipil No 1 (2015): JURNAL TEKNIK SIPIL VOL 15 EDISI JUNI 2015
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (189.262 KB) | DOI: 10.26418/jtst.v15i1.25444

Abstract

Pontianak city is the largest city and also the capital city of West Kalimantan. Along with the rapid development in Pontianak City, the city is now facing waste management issue due to waste disposal and transport which require serious attention. The fact showed that waste is not totally collected and transported. Moreover, there are still many illegal waste disposal sites which have not been handled by Cleaning and Landscaping Agency.                       Waste management issue seen from the disposal of waste to river, canal or empty land, causing only a small number of transported waste to the landfill. In addition, lack of human resources, financing as well as facilities in waste management are not in accordance with the waste produced by Pontianak people"™s activities. These actually underlie the importance of analyzing the relationship of waste management aspects in order to improve the service of waste management performance in Pontianak City.                       Analyzing the relationship of management aspects toward the management performance, thenear regression statistic analysis was employed by calculating the number of routes of each vehicle. Meanwhile, the assessment toward the management performance of waste done by using SWOT Analysis. According to the research result, the level of waste service currently is 79,24%, in which the route for transporting by the dump truck was 2 routes, while arm roll was 3 routes. Alternative solutions improving the performance of Cleaning and Landscaping Agency of Pontianak City is indispensable to address the inefficiency of waste management in Pontianak City  Keywords: waste, optimal, routes.
Co-Authors Marulitua, Albinus Nur Aisyah Putri Putri, Putri Syahrani, Deny widhiyastuti, rahayu