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ANALYSIS AND DESIGN OF MRT’S CIRCULAR TU Prayoga, Bagus; Sumarman*, Sumarman; Rezeki, Ingrid Multi
Journal of Green Science and Technology Vol 2, No 1 (2018): JOURNAL OF GREEN SCIENCE AND TECHNOLOGY
Publisher : FAKULTAS TEKNNIK UNIVERSITAS SWADAYA GUNUNG JATI

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v2i1.1168

ABSTRACTJakarta MRT was one of solution to solve the traffic jam in Jakarta. There are two physical constructions which serves as the main infrastructure of Jakarta MRT, elevated and underground track. It is not only the first MRT in Indonesia but also, the first large-scale underground works in Jakarta. The physical construction of underground structure became an interesting case to be researched. The use of precast concrete tunnel lining (PCTL) segment was necessary to hold the loads and to provide the space for underground track.In designing the tunnel lining, calculation of the member forces and safety check are necessary to determine the amount of rebar and the dimension, and also to know the value of safety, so, the tunnel lining can be used as the function. According to the guidelines for the design of shield tunnel lining issued by International Tunnelling Association (ITA, 2000), the member forces of tunnel lining could be calculated by (1) Elastic Equation Method, (2) Bedded Frame Method, (3) Finite Element Method (FEM). In this research, the member forces of tunnel lining are calculated using analytical method, without computer program. Therefore, method (1) is used to know the value of each member forces to be used for designing the reinforcement bars. The member forces are analysed for tunnel lining with 6.8 m outer diameters, 1.5 m width and 0.25 m thickness in Jakarta MRT CP106 (Bundaran HI).Based on research which has been done, obtained the maximum values for positive bending moment in the tunnel crown (? = 0?) is 101.352 kN.m, for negative bending moment in the tunnel axis (? = 90?) is -281.394 kN.m. In contrary, the value of maximum axial force is in the tunnel axis (? = 90?) is 1094.538 kN, for minimum axial force is in the tunnel crown (? = 0?) is 904.674 kN. While, the value of maximum shear force is in (? = 120?) is 118.740 kN, for minimum shear force is in (? = 30?) is -66.866 kN. The result of safety checks against member forces in tunnel lining, the value of nominal bending moment multiplied by reduction factor (? ? Mn) is 296.263 kN.m, bigger than the value of ultimate bending moment (Mu) is 281.394 kN.m. For the value of nominal shear force multiplied by reduction factor (? ? Vn) is 136.095 kN, bigger than the value of ultimate shear force (Vu) is 118.740 kN. While, safety check against thrust force of shield jack obtained the value of maximum compressive stress of concrete segment (??) is 5.016 MN/m2, bigger than the value of allowable stress (???) is 16 MN/m2.Keywords: Jakarta MRT, underground, tunnel lining, member forces, Elastic Equation Method.

ANALYSIS OF THE STRUCTURE OF PLANNING OF K.H. MUHAMMAD MACHDOR UNIVERSITY OF MUHAMMADIYAH CIREBON (UMC) CONCRETE STRUCTURES USING SNI 2013 Ricki Saputra; Sumarman Sumarman
Journal of Green Science and Technology Vol 1, No 1 (2017): Journal of Green Science and Technology
Publisher : FAKULTAS TEKNNIK UNIVERSITAS SWADAYA GUNUNG JATI

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v1i1.1032

Planning structure can be defined as a mix betweenart and science combined with intuition expert structure of the behavior of the structure with the basic knowledge in statics, dynamics, mechanics of material, and analysis, to produce a structure economical and safe, during services. (Agus Setiawan , 2008). Over time and the times in Indonesia humans can innovate to design buildings with some more modern building style. In addition in designing a building structure, we need a few materials that can be used as an ingredient implementation.Structural material that can be used includes wood, bamboo, concrete, steel, or any other supporting material. As well as on building construction projects K.H. Muhammad Machdor Universitas Muhammadiyah Cirebon Campus 2 by using concrete construction. Planning the contruction of its own building structure refers to the regulation SNI 1727-2013 and Pedoman Perencanaan Pembebanan Untuk Rumah dan Gedung 1987regarding the imposition and use of seismic regulations stipulated in SNI 1726-2012. The preparation and the planning itself is assisted using modelingExtended Three Dimension Analisys of Building System ETABS v.9.5.0.

ANALYSIS AND DESIGN OF MRT’S CIRCULAR TU Bagus Prayoga; Sumarman Sumarman*; Ingrid Multi Rezeki
Journal of Green Science and Technology Vol 2, No 1 (2018): JOURNAL OF GREEN SCIENCE AND TECHNOLOGY
Publisher : FAKULTAS TEKNNIK UNIVERSITAS SWADAYA GUNUNG JATI

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v2i1.1168

ABSTRACTJakarta MRT was one of solution to solve the traffic jam in Jakarta. There are two physical constructions which serves as the main infrastructure of Jakarta MRT, elevated and underground track. It is not only the first MRT in Indonesia but also, the first large-scale underground works in Jakarta. The physical construction of underground structure became an interesting case to be researched. The use of precast concrete tunnel lining (PCTL) segment was necessary to hold the loads and to provide the space for underground track.In designing the tunnel lining, calculation of the member forces and safety check are necessary to determine the amount of rebar and the dimension, and also to know the value of safety, so, the tunnel lining can be used as the function. According to the guidelines for the design of shield tunnel lining issued by International Tunnelling Association (ITA, 2000), the member forces of tunnel lining could be calculated by (1) Elastic Equation Method, (2) Bedded Frame Method, (3) Finite Element Method (FEM). In this research, the member forces of tunnel lining are calculated using analytical method, without computer program. Therefore, method (1) is used to know the value of each member forces to be used for designing the reinforcement bars. The member forces are analysed for tunnel lining with 6.8 m outer diameters, 1.5 m width and 0.25 m thickness in Jakarta MRT CP106 (Bundaran HI).Based on research which has been done, obtained the maximum values for positive bending moment in the tunnel crown (θ = 0°) is 101.352 kN.m, for negative bending moment in the tunnel axis (θ = 90°) is -281.394 kN.m. In contrary, the value of maximum axial force is in the tunnel axis (θ = 90°) is 1094.538 kN, for minimum axial force is in the tunnel crown (θ = 0°) is 904.674 kN. While, the value of maximum shear force is in (θ = 120°) is 118.740 kN, for minimum shear force is in (θ = 30°) is -66.866 kN. The result of safety checks against member forces in tunnel lining, the value of nominal bending moment multiplied by reduction factor (ϕ · Mn) is 296.263 kN.m, bigger than the value of ultimate bending moment (Mu) is 281.394 kN.m. For the value of nominal shear force multiplied by reduction factor (ϕ · Vn) is 136.095 kN, bigger than the value of ultimate shear force (Vu) is 118.740 kN. While, safety check against thrust force of shield jack obtained the value of maximum compressive stress of concrete segment (????????) is 5.016 MN/m2, bigger than the value of allowable stress (????????????) is 16 MN/m2.Keywords: Jakarta MRT, underground, tunnel lining, member forces, Elastic Equation Method.

ANALYSIS OF THE STRUCTURE OF PLANNING OF K.H. MUHAMMAD MACHDOR UNIVERSITY OF MUHAMMADIYAH CIREBON (UMC) CONCRETE STRUCTURES USING SNI 2013 Ricki Saputra; Sumarman Sumarman
Journal of Green Science and Technology Vol 1 No 1 (2017): Journal of Green Science and Technology
Publisher : Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v1i1.1032

Planning structure can be defined as a mix betweenart and science combined with intuition expert structure of the behavior of the structure with the basic knowledge in statics, dynamics, mechanics of material, and analysis, to produce a structure economical and safe, during services. (Agus Setiawan , 2008). Over time and the times in Indonesia humans can innovate to design buildings with some more modern building style. In addition in designing a building structure, we need a few materials that can be used as an ingredient implementation.Structural material that can be used includes wood, bamboo, concrete, steel, or any other supporting material. As well as on building construction projects K.H. Muhammad Machdor Universitas Muhammadiyah Cirebon Campus 2 by using concrete construction. Planning the contruction of its own building structure refers to the regulation SNI 1727-2013 and Pedoman Perencanaan Pembebanan Untuk Rumah dan Gedung 1987regarding the impositionÂ and use of seismic regulations stipulated in SNI 1726-2012. The preparation and the planning itself is assisted using modelingExtended Three Dimension Analisys of Building System ETABS v.9.5.0.

ANALYSIS AND DESIGN OF MRTâ€™S CIRCULAR TU Bagus Prayoga; Sumarman Sumarman*; Ingrid Multi Rezeki
Journal of Green Science and Technology Vol 2 No 1 (2018): JOURNAL OF GREEN SCIENCE AND TECHNOLOGY
Publisher : Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v2i1.1168

ABSTRACTJakarta MRT was one of solution to solve the traffic jam in Jakarta. There are two physical constructions which serves as the main infrastructure of Jakarta MRT, elevated and underground track. It is not only the first MRT in Indonesia but also, the first large-scale underground works in Jakarta. The physical construction of underground structure became an interesting case to be researched. The use of precast concrete tunnel lining (PCTL) segment was necessary to hold the loads and to provide the space for underground track.In designing the tunnel lining, calculation of the member forces and safety check are necessary to determine the amount of rebar and the dimension, and also to know the value of safety, so, the tunnel lining can be used as the function. According to the guidelines for the design of shield tunnel lining issued by International Tunnelling Association (ITA, 2000), the member forces of tunnel lining could be calculated by (1) Elastic Equation Method, (2) Bedded Frame Method, (3) Finite Element Method (FEM). In this research, the member forces of tunnel lining are calculated using analytical method, without computer program. Therefore, method (1) is used to know the value of each member forces to be used for designing the reinforcement bars. The member forces are analysed for tunnel lining with 6.8 m outer diameters, 1.5 m width and 0.25 m thickness in Jakarta MRT CP106 (Bundaran HI).Based on research which has been done, obtained the maximum values for positive bending moment in the tunnel crown (Î¸ = 0Â°) is 101.352 kN.m, for negative bending moment in the tunnel axis (Î¸ = 90Â°) is -281.394 kN.m. In contrary, the value of maximum axial force is in the tunnel axis (Î¸ = 90Â°) is 1094.538 kN, for minimum axial force is in the tunnel crown (Î¸ = 0Â°) is 904.674 kN. While, the value of maximum shear force is in (Î¸ = 120Â°) is 118.740 kN, for minimum shear force is in (Î¸ = 30Â°) is -66.866 kN. The result of safety checks against member forces in tunnel lining, the value of nominal bending moment multiplied by reduction factor (Ï• Â· Mn) is 296.263 kN.m, bigger than the value of ultimate bending moment (Mu) is 281.394 kN.m. For the value of nominal shear force multiplied by reduction factor (Ï• Â· Vn) is 136.095 kN, bigger than the value of ultimate shear force (Vu) is 118.740 kN. While, safety check against thrust force of shield jack obtained the value of maximum compressive stress of concrete segment (ðœŽð‘) is 5.016 MN/m2, bigger than the value of allowable stress (ðœŽð‘ð‘Ž) is 16 MN/m2.Keywords: Jakarta MRT, underground, tunnel lining, member forces, Elastic Equation Method.

MANAJEMEN KONSTRUKSI PADA PROYEK PEMBANGUNAN JEMBATAN UNTUK AKSES KE LOKASI PT. PERTAMINA MB-04 Yoseph Enrico; Sumarman Sumarman
Jurnal Konstruksi dan Infrastruktur : Teknik Sipil dan Perencanaan Vol 8 No 1 (2019): JURNAL KONSTRUKSI (JANUARI 2019)
Publisher : Civil Engineering Department, Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jki.v8i1.3759

ABSTRAKÂ Manajemen Konstruksi adalah bagaimana sumber daya yang terlibat dalam proyek dapat diaplikasikan secara tepat. Sumber daya dalam proyek konstruksi dikelompokan dalam 6M (Manpower, Material, Mechines, Money, Method and Market), Penelitian ini dilakukan untuk menganalisis Manajemen Konstruksi pada Proyek Pembangunan Jembatan PT. Pertamina EP MB-04 Desa Sedari Kabupaten Karawangdimanajembatanmerupakanaksesmobilisasi untuk proses pemboran dan produksi PT. Pertamina EP yang selama ini proses mobilisasi tersebut menggunakan alat transportasi Ponton.Penggunaan Ponton selama ini di anggap kurang efektif dan cukup mengeluarkan biaya yang banyak, sehingga setelah pengajuan dan persetujuan beberapa pihak, akhirnya Pembangunan Jembatan MB-04 ini dapat di laksanakan.Kata kunci : Manajemen Konstruksi, Pembangunan Jembatan.Â ABSTRACTÂ Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Construction management is how the resource in project can be applied appropriately. Construction project resource grouped into 6M (Manpower, Material, Machines, Money, Method and Market). This study discusses to analyzing Construction Management bridge construction project at PT. Pertamina EP MB-04 in Sedari village Karawang. The bridge is an access to mobilization for drilling and production process at PT. Pertamina EP. During this, the mobilization process used pontoon transportation which considered less effective because it be wasteful, so that after the submission and approval of several parties, finally the construction of bridge can be carried out.Â Keywords: Construction Management, Bridge Construction

ANALISIS STRUKTUR HOTEL NEO ASTON CIREBON Achmad Muhazir; Sumarman Sumarman
Jurnal Konstruksi dan Infrastruktur : Teknik Sipil dan Perencanaan Vol 8 No 1 (2019): JURNAL KONSTRUKSI (JANUARI 2019)
Publisher : Civil Engineering Department, Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jki.v8i1.3760

ABSTRAKStruktur gedung Hotel Neo Aston Samadhikun dirancang dengan sistem flat slab. Perencanaan menggunakan Sistem Rangka Pemikul Momen Khusus (SRPMK) sesuai dengan kondisi kota Cirebon yaitu mempunyai intensitas kecil. Dalam perhitungan gaya gempa menggunakan analisis statik ekuivalen.Perencanaan Gedung ini berdasarkan â€œTata Cara Perencanaan Perhitungan Struktur Beton untuk Bangunan Gedung (SNI 2847-2013)â€ dan sesuai â€œTata Cara Perencanaan Ketahanan Gempa untuk Bangunan Gedung (SNI 1726-2012)â€.Hasil perencanaan struktur gedung Neo Aston Samadhikun terdiri dari balok dengan tulangan utama diameter 19 mm (D19) dan tulangan geser diameter 10 mm (P10), kolom dengan tulangan utama diameter 19 mm (D19) dan tulangan geser diameter 10 mm (P10), Pelat dengan tulangan utama diameter 13 mm (D13), Pondasi tiang bor dengan tulangan utama diameter 19 mm (D19) dan tulangan geser diameter 10 mm (P10).Kata Kunci :Â Analisis,momen, Portal, Beton,Kolom,Plat,Balok,PondasiÂ ABSTRACTÂ Â Â Â Â Â Â Â Â Â Â Â Â Â Neo Aston Samadhikun Hotel Structure is designed with a flat slab system. Planned using Special Moment Resisting Frame System (SRPMM) in accordance with the conditions of the city of Jogjakarta has a medium intensity earthquake. The Measure of earthquake strength using dynamic response spectrum analysis.Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Design of this building based on "Planning Procedures for Calculation of Concrete Structures for Buildings (SNI 2847-2013)" and "Planning Procedures for Building Earthquake Resistance (SNI 1726-2012). "Â Â Â Â Â Â Â Â Â Â Â Â Â Â The result of designing Neo Aston Samadhikun Hotel Structure structure consists of beam with diameter 19 mm (D19) of longitudinal reinforced and diameter 10 mm (P10) of shear reinforced, column with diameter 19 mm (D19) of longitudinal reinforced and diameter 10 mm (P10) of shear reinforced, Plates with diameter 13 mm (D13) of longitudinal reinforced, Bored Pile foundation with diameter 19 mm (D19) of longitudinal reinforced and diameter 10 mm (P10) of shear reinforced.KeywordsÂ Â Â Â Â :Â Analytic, momen, Concrete, Column, Slab, Frame,Beam, Foundation

ANALISIS PERENCANAAN GEDUNG RUSUN CIPANAS KABUPATEN CIANJUR DENGAN MENGGUNAKAN STRUKTUR BETON Martina Rachim; Sumarman Sumarman
Jurnal Konstruksi dan Infrastruktur : Teknik Sipil dan Perencanaan Vol 8 No 1 (2019): JURNAL KONSTRUKSI (JANUARI 2019)
Publisher : Civil Engineering Department, Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jki.v8i1.3761

ABSTRAKKabupaten Cianjur merupakan salah satu kabupaten di Jawa Barat yang memiliki sumber daya alam yang melimpah, air dan tumbuh-tumbuhan. Selama ini Pemerintah Kabupaten Cianjur menjalin kerja sama yang baik dan harmonis untuk pembangunan kemajuan Cianjur, salah satunya dengan TNI khususnya dengan Yon Armed 5/105 Tarik. Yon Armed 5/105 Tarik membangun Rumah Susun (Rusun) Yon Armed 5/105 untuk para anggota Yon Armed 5/105 Tarik.Analisis pembebanan pada struktur Gedung Rusun Cipanas Kabupaten Cianjur dilakukan dengan bantuan program SAP 2000 v.15. Hasil analisa SAP 2000 v.15 akan memberikan reaksi gaya- gaya dalam yang akan digunakan untuk perencanaan kebutuhan tulangan balok dan perencanaan kebutuhan tulangan kolom gedung Rusun Cipanas Kabupaten Cianjur. Perhitungan gaya gempa yang terjadi pada struktur Gedung Rusun Cipanas dianalisa berdasarkan acuan SNI 1726-2012, dimana dalam melakukan analisis terhadap beban gempa yang terjadi di struktur gedung Rusun Cipanas menggunakan Respon Spektra Gempa.Kata kunci : Analisis, Perencanaan, Struktur Beton Bertulang, Kolom, Balok, Plat Lantai, Rusun Â Â Cipanas.ABSTRACTCianjur Regency is one of the districts in West Java that has abundant natural resources, water and plants. So far the Cianjur Regency Government has established good and harmonious cooperation for the development of Cianjur's progress, one of which is with the TNI specifically with Yon Armed 5/105 Tarik. Yon Armed 5/105 Tarik to build Yon Flat Armed 5/105 for members of Yon Armed 5/105 Tarik.Loading analysis on the structure of the Rusun Cipanas Building in Cianjur Regency was carried out with the help of the SAP 2000 program v.15. The results of the SAP 2000 v.15 analysis will react to the internal forces that will be used for design of beam reinforcement requirements and design of column reinforcement requirements on the Rusun Cipanas Building in Cianjur Regency. The earthquake force calculation that occurred on the structure of the Rusun Cipanas Building in Cianjur Regency was analyzed based on the reference of SNI 1726-2012, where in carrying out an analysis of the earthquake load that occurred on the structure of the Rusun Cipanas Building using the Response of the Earthquake Spectra.Keywords : Analysis, Design, Reinforced Concrete Structure, Column, Beam, Plat, Rusun Cipanas.

Analisis Manajemen Konstruksi Pembangunan Ruko Grand Orchard Cirebon Tanto Sutanto Diharjo; Sumarman Sumarman
Jurnal Konstruksi dan Infrastruktur : Teknik Sipil dan Perencanaan Vol 5 No 1 (2016): JURNAL KONSTRUKSI (JANUARI 2016)
Publisher : Civil Engineering Department, Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jki.v5i1.3773

ABSTRAKManajemen proyek merupakan proses terpadu dimana individu-individu sebagai bagian dari organisasi dilibatkan untuk memelihara, mengembangkan, mengendalikan, dan menjalankan program dengan menggunakan sumber daya terbatas secara efisien, efektif dan tepat waktu dalam menyelesaikan suatu proyek yang telah direncanakan, yang kesemuanya diarahkan pada sasaran yang telah ditetapkan dan berlangsung terus menerus seiring berjalannya waktu.Penelitian ini dilakukan untuk menganalisa Manajemen Konstruksi Perencanaan Pembangunan Ruko mulai dari Menghitung Volume, Rencana Anggaran Biaya, Metode Barchart, Kurva S dan menganalisa Critical Path Method. Tujuan dicapai melalui Studi Literatur, Pengumpulan data-data teknis, dan Peninjauan data berupa Gambar Bestek.Hasil Penelitian menunjukkan bahwa Rencana Anggaran Biaya yang dikeluarkan untuk Pembangunan satu unit ruko 4 lantai sebesar Rp. 840.000.000,00. Kemudian dengan menggunakan Analisa Critical Path Method Penyelesaian Pekerjaan membutuhkan waktu selama 322 hari.Kata kunci : Manajemen Konstruksi, Volume, RAB, Barchart, Kurva S, Critical Path Method. ABSTRACTProject management is the process by which individuals are integrated as part of an organization involved to maintain, develop, control, and work the program by using limited resources in an efficient, effective and timely in completing a project that has been planned, all of which are directed at targets has established and continues over time.This study was conducted to analyze the Construction Management Development Planning office ranging from Calculates Volume, Budget Plan, Barchart Method, S Curve and Critical Path Method Analysis. The goal is achieved through Literature, Accumulation of technical data, and review of data in the form building design.Research shows that the Budget Plan issued for construction of a 4th floor in the amount of Rp. 840,000,000.00. Then by using Critical Path Method Analysis Completion takes as long as 322 days.Keyword : Construction Management, Volume, RAB, Barchart, S Curve, Critical Path Method.

Analisis Lanjutan Pengembangan Pasar Mundu Kecamatan Mundu Kabupaten Cirebon Arief Bobby gunarso; Sumarman Sumarman
Jurnal Konstruksi dan Infrastruktur : Teknik Sipil dan Perencanaan Vol 5 No 3 (2016): JURNAL KONSTRUKSI (APRIL 2016)
Publisher : Civil Engineering Department, Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jki.v5i3.3786

ABSTRAKÂ Pasar Mundu merupakan Pasar Tradisional yang berada di Desa Mundu Pesisir Kecamatan Mundu. Kondisi Pasar Mundu saat ini tidak terawat, mulai dari bangunan yang banyak mengalami kerusakan, area parkir dan bongkar muat yang menggunakan badan jalan, para pedagang yang menggelar dagangannya di jalur akses pasar.Dari permasalahan diatas sehingga diperlukan suatu penelitian untuk mencari solusinya, tahap pertama untuk solusi masalah eksisting pasar ialah penentuan strategi pengembangan pasar dengan analisis Strenght Weakness Opportunities Threats (SWOT), tahapan kedua untuk analisis jumlah pedagang pasar dilakukan dengan cara proyeksi jumlah pedagang tahun 2020. serta dilakukannya perencanaan gedung baru berupa bangunan 3 (tiga) lantai yang didesain dengan Autocad dan SketchUp serta dihitung dengan hitungan manual yang berdasarkan SNI 2013 dan aplikasi ETABS sebagai perbandingan. Untuk masalah perparkiran disediakan area bongkar muat, parkir mobil dan motor.Hasil penelitiannya yaitu mengembangkan bangunan Pasar Mundu dengan memanfaatkan lahan yang ada. Untuk bangunan utama pasar dibuat secara vertikal 3 lantai beserta fasilitas-fasilitas pendukung lainnyaÂ Kata KunciÂ Â Â Â : Pengembangan Pasar Tradisional, Analisis SWOT, Analisis Struktur.Â ABSTRACTÂ Mundu market is a traditional market in the village Mundu Pesisir District Mundu. Mundu current market conditions are not maintained, from which many damaged buildings, parking areas and loading and unloading the use of the road, traders who hold merchandise on market access points. From the above problems so we need a study to find a solution, the first phase to the solution of the existing problems is determining the market with a market development strategy analysis Strength Weakness Opportunities Threats (SWOT), the second stage of the analysis of the number of market traders is done by 2020. The projected number of traders and does the planning of new buildings in the form of building three (3) floors designed with AutoCAD and SketchUp and is calculated by a manual count based SNI 2013 and ETABS application for comparison. For reserved parking problems loading area, parked cars and motorcycles.The results of the research is to develop building Mundu market by leveraging existing land. For the main building market made vertically 3 storeyâ€™s and other support facilitiesÂ KeywordsÂ Â Â Â Â : Development of Traditional Market, SWOT Analysis, Analysis Structure.

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