PERENCANAAN STRUKTUR BANGUNAN GEDUNG ASRAMA HAJI SEMARANG

FAJAR RIZKIYAWAN, dkk (2022) PERENCANAAN STRUKTUR BANGUNAN GEDUNG ASRAMA HAJI SEMARANG. Masters thesis, UNDARIS.

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Abstract

ABSTRAK Perencanaan Struktur Bangunan Gedung Asrama Haji Semarang berada di Jl. Abdul Rahman Saleh No. 285, Kalipancur, Kec. Ngaliyan, Kota Semarang, Jawa Tengah. Arama ini dibangun untuk meningkatkan sarana dan prasarana jamaah haji yang berada diwilayah semarang. Perencanaan gedung ini dilakukan dengan data primer seperti data hasil sondir tanah, dan dilengkapi dengan data sekunder lainya. Analisa perencanaan struktur ini dibantu dengan aplikasi software SAP 2000 (Struktur Analis Program) untuk pemodelan struktur dan menghitung gaya-gaya dalam. Adapun analisa yang dilakukan antara lain : perhitungan struktur Pondasi, Kolom, Balok, Plat dan Atap. Dari hasil analisa diperoleh jenis pondasi menggunakan Tiang pancang dengan P1:1,00x1,75x0,70 m dengan 2 tiang pancang ukuran 30x30 cm kedalaman 9 m, P2:1,80x1,80x0,70 m dengan 4 tiang pancang ukuran 35x35 cm kedalaman 9 m, P3:1,90x1,90x0,70 m dengan 5 tiang pancang ukuran 30x30 cm kedalaman 9 m. balok ukuran 40x70 tulangan pokok 3-D22 (tumpuan) tulangan geser ø10-150, tulangan pokok 3- D22 (lapangan) tulangan geser ø10-150. balok ukuran 30x50 tulangan pokok 2-D22 (tumpuan) tulangan geser ø10-150, tulangan pokok 2-D22 (lapangan) tulangan geser ø10- 150. balok ukuran 15x30 tulangan pokok 2-D19 (tumpuan) tulangan geser ø10-150, tulangan pokok 2-D19 (lapangan) tulangan geser ø10-150. Kolom 60x60 tulangan pokok 8- D25, tulangan geser ø10-150. Kolom 70x70 tulangan pokok 12-D25, tulangan geser ø10- 150. Balok rafter atap WF 250.125.6.9, kolom baja WF 250.125.6.9, gording C. 125.50.20.2,3, penutup atap: atap baja (span deck) jarak antar balok rafter atap 4 m, jarak antar kolom baja 4 m, jarak antar gording 1 m, diameter baut menggunakan 16 mm dan diameter angkur baja 16 mm (panjang 50 cm). dari hasil perhitungan setiap elemen struktur gedung tersebut dapat dikategorikan aman. Kata kunci : Perencanaan Struktur Gedung, Perencanaan Struktur Gedung dengan bantuan Aplikasi SAP 2000, Perencanaan Bangunan Tahan Gempa. Perencanaan Struktur Bangunan Gedung Asrama Haji Semarang| VIII ABSTRACT Planning the Structure of the Semarang Hajj Dormitory Building is located on Jl. Abdul Rahman Saleh No. 285, Kalipancur, Kec. Ngaliyan, Semarang City, Central Java. This arama was built to improve the facilities and infrastructure of pilgrims in the Semarang area. The planning of this building is carried out with primary data such as data from soil sondir, and is equipped with other secondary data. This structural planning analysis is assisted by the SAP 2000 software application (Structure Analyst Program) for structural modeling and calculating internal forces. The analysis carried out includes: calculation of the structure of the Foundation, Columns, Beams, Plates and Roofs. From the results of the analysis obtained the type of foundation using piles with P1:1.00x1.75x0.70 m with 2 piles measuring 30x30 cm 9 m depth, P2:1.80x1.80x0.70 m with 4 piles measuring 35x35 cm depth 9 m, P3:1,90x1,90x0,70 m with 5 piles measuring 30x30 cm with a depth of 9 m. beam size 40x70 3-D22 principal reinforcement (support) 10-150 shear reinforcement, 3-D22 principal reinforcement (field) 10-150 shear reinforcement. beam size 30x50 2-D22 principal reinforcement (support) 10-150 shear reinforcement, 2- D22 main reinforcement (field) 10-150 shear reinforcement. beam size 15x30 main reinforcement 2-D19 (support) shear reinforcement 10-150, 2-D19 main reinforcement (field) shear reinforcement 10-150. Column 60x60 main reinforcement 8-D25, shear reinforcement 10-150. Column 70x70 main reinforcement 12-D25, shear reinforcement 10- 150. Roof rafter beam WF 250.125.6.9, steel column WF 250.125.6.9, gording C. 125.50.20.2,3, roof covering: steel roof (span deck) distance between roof rafter beams 4 m, distance between steel columns 4 m, distance between gording 1 m, bolt diameter using 16 mm and steel anchor diameter 16 mm (length 50 cm). From the calculation results, each element of the building structure can be categorized as safe. Keywords : Building Structural Planning, Building Structural Planning with the help of SAP 2000 Application, Earthquake Resistant Building Planning.

Item Type: Thesis (Masters)
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Fakultas Teknik > S1 Teknik Sipil
Depositing User: LIBRARY UNDARIS -
Date Deposited: 20 Dec 2022 03:58
Last Modified: 20 Dec 2022 03:58
URI: http://repository.undaris.ac.id/id/eprint/760

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