Perencanaan Gedung Majelis Ulama Indonesia (MUI) di Kabupaten Lamongan Berdasarkan Sistem Rangka Pemikul Momen Menengah (SRPMM) dan Perhitungan Volume Balok Kolom

Setyawan, Ahmad Afandy and Afandy, Muhammad Nur (2018) Perencanaan Gedung Majelis Ulama Indonesia (MUI) di Kabupaten Lamongan Berdasarkan Sistem Rangka Pemikul Momen Menengah (SRPMM) dan Perhitungan Volume Balok Kolom. Diploma thesis, Institut Teknologi Sepuluh Nopember.

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Abstract

Bangunan gedung MUI Kabupaten Lamongan, Kecamatan Lamongan, Kabupaten Lamongan. Bangunan terdiri atas 5 lantai dengan atap beton. Desain struktur yang digunakan adalah perhitungan berdasarkan metode system rangka pemikul momen menengah yang tahan gempa. Sistem SRPMM dipilih karena gedung ini berada pada Kategori Desain Sesmik C. Perhitungan struktur dan gempa mengacu pada peraturan yang berlaku. Proses perhitungan struktur meliputi Analisa pembebanan, pemodelan struktur menggunakan software SAP2000, analisa gaya dalam, perhitungan penulangan, dan pengecekan syarat elemen struktur. Berdasarkan hasil perhitungan perencanaan ini, diperoleh struktur atas yaitu terdapat 4 jenis balok induk, 1 jenis balok anak, 1 jenis balok bordes, 2 jenis balok atap, dengan tulangan lentur D22 dan D16 untuk balok induk, D16 untuk balok anak, dan D19 untuk balok bordes. Pada balok atap memakai tulangan lentur D16 dan D13. Pada sloof, terdapat 4 jenis sloof, yang memiliki diameter tulangan lentur sebesar D16, baik pada balok dan sloof menggunakan diameter sengkang sebesar Ø10 dan Ø12. Pada kolom, terdapat 1 tipe, dengan penulangan lentur menggunakan D25, dan geser Ø10. Untuk pelat lantai dan atap memiliki ketebalan 12 cm, diameter yang digunakan pada pelat atap adalah Ø8 dan pada pelat lantai Ø10. Pelat tangga dan bordes tebal pelat yaitu 15 cm, menggunakan diameter D16 dan D13. Pada pondasi menggunakan jenis tiang pancang dengan 3 tipe pilecap. Penulangan Pilecap P1, P2, P3, menggunakan tulangan D16 dan D13. Pada perhitungan volume tulangan dan cor beton pada portal memanjang as 4 dan portal melintang as E, didapat rasio portal memanjang as 4 untuk balok induk yakni 199.95 kg/m³, sloof sebesar 100,09 kg/m³, balok atap sebesar 178,38 kg/m³ dan rasio kolom sebesar 362,97 kg/m³. Pada portal melintang as E didapat rasio untuk balok induk yakni 191.71 kg/m³, sloof terbesar112,25 kg/m³, balok atap sebesar 176,42 kg/m³ dan rasio kolom sebesar 362,97 kg/m³. ================================================================================================================== MUI Building Lamongan, consists of 5 floors with a concrete roof. The design of the structure used is the calculation based on the medium earthquake resistant moment frame method. The SRPMM system was chosen because it is located in Category Sesmic Design C. Calculation of structures and earthquakes refer to the applicable regulations. The structural calculation process includes load analysis, structure modeling using SAP2000, inner force analysis, calculation of reinforcement, and checking the requirements of structural elements.Based on the results of this planning calculation, the above structure is obtained, there are 4 types of beam, 1 type of beam, 1 type of beam landing, 2 types of roof beam, with bending reinforcement D22 and D16 for beam, D16 for children beam, and D19 for beam landing. On the roof beam use bending reinforcement D16 and D13. In sloof, there are 4 types of sloof, which has a flexible bore diameter of D16, both on the beam and sloof using the diameter of the stirrups of Ø10 and Ø12. In the column, there is 1 type, with bending resistor using D25, and slide Ø10. For slab, both floor and roof has 12 cm thickness, the diameter used on the roof slab is Ø8, on floor slab is Ø10, and for ladder slab is D16 and D13 with 15 cm thickness. The foundation uses a pile type with 3 types of pilecap. Repeating Pilecap P1, P2, P3, using D16 and D13 reinforcement. In the calculation of reinforced concrete and cast volumes on the longitudinal portal as 4 and the transverse portal as E, the ratio of portals extends as 4 to beams ie 199,95 kg/m³, sloof of 100,09 kg/m³, roof beam of 178,38 kg/m³ and column ratio of 362,97 kg/m³. In the transverse portal as E, there is a ratio of 191,71 kg/m³, the largest sloof 112,25 kg/m³, the roof beam of 176,42 kg/m³ and the column ratio of 362,97 kg/m³.

Item Type: Thesis (Diploma)
Additional Information: RSIS 690.523 Set p-1 3100018077318
Uncontrolled Keywords: Office, Static Equivalent, SRPMM, Beam Volume Columns, Perkantoran, Statik Ekivalen, SRPMM, Bestat, Volume Balok Kolom
Subjects: T Technology > TA Engineering (General). Civil engineering (General) > TA645 Structural analysis (Engineering)
T Technology > TA Engineering (General). Civil engineering (General) > TA681 Concrete construction
T Technology > TA Engineering (General). Civil engineering (General) > TA683 Precast concrete construction. Prestressed concrete construction.
Divisions: Faculty of Vocational > Civil Infrastructure Engineering (D3)
Depositing User: Ahmad Afandy Setyawan
Date Deposited: 02 Nov 2020 02:28
Last Modified: 02 Nov 2020 02:28
URI: https://repository.its.ac.id/id/eprint/55986

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