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"Skripsi ini membahas tentang proses pemilihan jenis dan spesifikasi pondasi pada Proyek Flyover Peterongan. Tiap jenis pondasi memiliki karakteristik masing – masing yang cocok digunakan pada situasi dan kondisi tertentu. Pemilihan jenis dan spesifikasi pondasi didasarkan oleh berbagai hal, seperti beban yang bekerja, kondisi tanah, kondisi lingkungan proyek, dan sebagainya. Pada kasus ini digunakan metode properti tanah dan metode N-SPT untuk mendapatkan daya dukung aksial tiang, dan metode Reese and Matlock untuk mendapatkan daya dukung lateral tiang. Berdasarkan berbagai pertimbangan, pondasi yang cocok untuk Proyek Flyover Peterongan ini adalah tiang bor dengan diameter 1,5 m, untuk konfigurasi kelompok tiang yang optimal adalah (2 x 2) + 1.

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This final report deal with selection of type and specification of foundation at Peterongan Flyover Construction Project. Each of foundation type have it’s own characteristic that suitable in particular situation and condition. Selection of type and specification of foundation is based on many factors, such as loading, soil condition, environmental condition, and many other factors. In this case, soil property method and N-SPT method are used to determine the axial pile capacity, and Reese & Matlock is used to determine the lateral pile capacity. Based on many considerations, the suitable foundation type for Peterongan Flyover Construction Project is bored pile with 1,5 m diameter. The suitable pile group configuration is (2 x 2) + 1."

"Penelitian bertujuan untuk membandingkan keefektifan perilaku jembatan i girder dengan u girder akibat pembebanan yang terjadi pada struktur atas jembatan. Jembatan girder dengan panjang 36,6 meter dibebani oleh beberapa pembebanan yaitu berat sendiri, beban mati tambahan, beban lajur ?D?, beban angin, beban rem, temperatur, dan beban gempa. Jembatan menggunakan beton prategang yang mempunyai kabel prategang pada setiap girdernya. Variasi analisis jembatan pada setiap kondisi awal, kondisi kosong, kondisi akhir 1, dan kondisi akhir 2 menghasilkan nilai lendutan, tegangan, gaya dalam, kehilangan prategang, dan volume pekerjaan. Hasil penelitian menunjukkan jembatan u girder mempunyai tingkat keefektifan yang lebih tinggi daripada jembatan i girder pada hasil perbandingan lendutan, tegangan, dan gaya dalam. Tetapi, volume pekerjaan pada jembatan u girder lebih besar daripada jembatan i girder dengan perbandingan volume adalah 9,86%.

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The objective of this study was to compare the effectiveness of behavior of i girder bridge with u girder due to loading that occurs on top of the bridge structure. Girder bridge with a length of 36.6 meters which is burdened by a dead load, superimposed dead load, lane ?D? load, wind load, load brakes, temperature, and seismic loads. Prestressed concrete bridge using prestressed cable having at each girder. Variation analysis of the bridge at the beginning of each condition, empty condition, final condition 1 and condition 2 yields the value displacement, stress, internal force, loss of prestressed, and volume of works. The results showed u girder bridges have a higher level of effectiveness than i girder bridge of the results of the comparison displacement, stress, and internal force. However, the cost of construction on the u girder bridge is greater than the i girder bridge with comparison volume is 9,86%."

"Salah satu bagian dari perencanaan struktur sebuah gedung adalah perencanaan struktur pondasi. Sesuai dengan kondisi tanah yang ada di Indonesia khususnya daerah Jakarta dan sekitarnya, umumnya digunakan pondasi tiang. Jenis pondasinya sendiri ditentukan berdasarkan keadaan tanah dan kondisi di sekitar. Dalam perencananaan, apabila kriteria-kriteria desain berdasarkan keadaan tanah dipenuhi oleh semua pilihanjenis pondasi tiang, sering ditemui kesulitan dalam menentukan jenis pilihan pondasi yang dianggap tepat. Selain faktor biaya ada beberapa faktor lain yang perlu diperhatikan dalam menetukan pilihan. Seperti halnya penggunaan teknologi, metoda pelaksanaan, kemungkinan implementasi, dan waktu pelaksanaan. Salah satu metoda yang dapat digunakan dalam menetukan pilihan tersebut adalah metoda value engineering. Metoda ini menggunakan standarr job plan (rencana kerja) value engineering (VE) Lawrence D. Miles. Pada metoda ini dibuat tabel perbandingan altematif pilihan yang telah diberi bobot berdasarkan kriteria-kriteria yang yang telah ditentukan sebelumnya. Kemudian altematif pilihan yang terbaik adalah alternatif yang memiliki urutan/rangking teratas. Adapunjob plan VE tersebut berturut-turut adalah tahap informasi, tahap kreatif, tahap penilaian, tahap pengembangan, dan yang terakhir tahap presentasi/rekomendasi."

"I. Problem Identification Tarzan Ltd is currently looking forward to expand its cash reserves. The company has recently received a sales and leaseback proposal from East Finance Ltd as a means to achieve this particular objective. With a current debt ratio of 74% and a requirement from its major lender that said debt ratio should not reach 75%, it is important for Tarzan Ltd to determine whether or not the proposal will result in its debt ratio exceeding its current amount before accepting the proposal, and whether or not the proposal will result in a gain in cash reserves.II. Analysis Following the requirements of AASB 117, there are some rules that the proposal will have to comply with. As required by the AASB, both leases-building and land leases-will be classified separately (AASB 117:15A) as operating and finance leases. According to the standards set in AASB 117, the land lease would be classified as an operating lease due to a lack of transfer of ownership at the end of lease term (AASB 117:8). In addition to that, it would also be classified as an operating lease because of its indefinite economic life and a lack of bargain purchase option (AASB 117:8). Due to the fact that there will be a substantial transfer of ownership and risks at the end of the building lease to the lessee, the lease should be classified as a finance lease (AASB 117:8). In addition to that, the present value of the minimum lease payments is said to cover a substantial major amount of the leased building at 91%. Furthermore, seeing as the classification of lease depends on the substance of the lease rather than the contract, it is also considered that the building lease is classified as a finance lease due to the term being for the major part of the asset`s economic life (10 years) and the lessee`s option to purchase the asset at the end of the lease term (AASB 117:10). Due to the different classification of the two leases, the accounting treatment for both leases would differ according to AASB 117. Profit and loss resulting from the land lease as an operating lease would have to be recognised immediately (AASB 117:61), while any profit or loss resulting from the building lease as a financial lease would have to be amortised over the term. In conclusion, while the land lease can be classified as an operating lease, the building lease cannot be classified as an operating lease. The lease will have to be classified as a finance lease according to the requirements of AASB 117 and shall have different accounting treatments."

"Gedung bertingkat dibangun untuk mengatasi ketersediaan lahan yang semakin terbatas setiap waktu. Masalah yang timbul menyangkut hal ini adalah mobilitas penghuni bangunan menyangkut arus sirkulasi vertikal, lantai yang lebih tinggi secara umum akan lebih sulit untuk dicapai karena keterbatasan tenaga manusia, sistem lift digunakan untuk mengatasi masalah ini. Pemilihan sistem lift yang baik berpengaruh pada kualitas suatu gedung dari segi pelayanan transportasi vertikal, jika pemilihan yang dilakukan kurang baik maka akan berdampak pada fungsi gedung, masalah menyangkut fungsi gedung ini adalah sangat penting terutama pada rumah sakit karena sering sekali terjadi kondisi darurat yang harus segera ditangani dan mungkin berhubungan dengan nyawa manusia. Terdapat beberapa ukuran yang menjadi dasar penilaian atau penetapan kualitas sistem lift, yaitu interval (waktu tunggu rata-rata) dan jumlah penumpang yang diangkut dalam waktu lima menit (Handling Capacity). Variabel yang digunakan dalam perhitungan untuk memperoleh nilai Interval dan Handling Capacity adalah kapasitas dan kecepatan dari Car. Metode perhitungannya yaitu harus mengetahui lebih dulu nilai Round Trip Time. Dilakukan beberapa kali perhitungan dengan variasi kapasitas dan kecepatan Car sehingga dapat dilihat Interval dan Handling Capacity yang memenuhi kriteria. Jumlah Car yang paling sedikit, Interval yang rendah dan Handling Capacity yang tinggi adalah parameter dari sistem yang dipilih.

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Storey buildings are built to cope the land availability which has been decreasing every time. The problem that arises in this regard is the mobility of the building occupants regarding vertical traffic flow, higher floors are usually would be more difficult to be reached due to the limitations of human energy, lift system is used to solve this problem. Selection of a good lift system affects the quality of the building in terms of vertical transportation services, if the selection is done poorly then it will have an impact on the function of the building, issues concerning the function of the building is critical especially in hospitals due to emergency conditions that occur oftenly and needed to be adressed as fast as possible and maybe human lives are at stake in this matter.

There are several standards to assess the quality of a lift system, the Interval (average waiting time) and number of passengers carried in five minutes (Handling Capacity). Variables that are used on the calculation to obtain the value of Interval and Handling Capacity are Car Capacity and Car Speed. The method of calculation is to know the value of Round Trip Time (RTT) first. Calculations performed several times with variations in capacity and speed so Interval and Handling Capacity that satisfy the criteria can be seen. Least Car numbers, low Interval and high Handling Capacity are the parameters of selected system."

"Penelitian ini bertujuan untuk mengetahui spesifikasi sebuah produk software layanan data finansial berdasarkan permintaan pasar (calon pengguna) di Indonesia. Teori yang digunakan adalah beberapa elemen spesifikasi didalam software requirement specification yaitu platform, software system atribute, user interface dan product function serta penambahan mobility sebagai acuan untuk mengumpulkan data. Metode pengumpulan data yang digunakan adalah mixed method melalui wawancara dan survei serta analisis deskriptif dan analisis kualitatif sebagai alat analisis data. Hasil dari kedua analisis tersebut menjadi rekomendasi spesifikasi software informasi dan analisis data finansial terkait product function, user Interface, platform dan software system attribute. Dalam penelitian ini, didapatkan hasil 18 product function, 4 user interface, platform Android serta software system attributes dengan high availability. Rekomendasi tersebut ditujukan agar pengembangan software lebih terarah sesuai permintaan pasar guna membantu menyelesaikan masalah turunnya jumlah pelanggan.

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The purpose of this research is to know the market demand (future user) on software specification from an application service provider in Indonesia engaged in financial data services. Theory on mobility and several software requirement specification elements such as platform, software system attribute, product function, serve as a foundation to gather the data. Descriptive and qualitative analisys used as a tools and analyze the data which has been gathered using Interview and survey.

The results of both analysis stand as a capital market information and analysis software specification recommendations containing product function, platform, and software attributes. This research found 18 product function, 4 user interface, Android platform with high availability software system attributes.With a specification that meet the market demand, software development should be more focused on meeting the demand and can solve company’s high customer loss."

"Sistem informasi, infrastruktur, jaringan dan perangkat keras merupakan aset teknologi informasi di Pusdatin BKPM yang perlu dikelola dan dipelihara dengan baik untuk mengurangi terjadinya permasalahan di kemudian hari. Pemeliharaan aset TI, bukan hanya tentang bagaimana memperpanjang jangka hidup aset dan memastikan bahwa aset tersebut beroperasi secara efisien dan ekonomis tetapi juga mempertimbangkan aspek perencanaan dan strategi pengelolaan aset TI. Ketiadaan informasi mengenai aset-aset TI berdampak pada pengelolaan aset-aset TI yang kurang baik sehingga perlu dilakukan suatu pendataan aset TI yang terstruktur, terjadwal dan rutin. Sistem Informasi Manajemen Aset TI (SMATI) digunakan untuk mengumpulkan, menyimpan data dan informasi yang berkaitan aset TI. SMATI juga menyediakan kapabilitas pendukung keputusan melalui analisis data aset TI sebagai bahan pendukung keputusan pimpinan (bottom-up) dalam melakukan pengawasan, melakukan penilaian efektivitas pengelolaan aset, dan pemilihan teknologi di masa depan. Penelitian ini melakukan perancangan spesifikasi kebutuhan sistem informasi dengan menggunakan Rational Unified Process (RUP) dengan disiplin Requirement pada Fase Inception dan Elaboration. Hasil dari penelitian ini adalah berupa dokumen artifak kebutuhan yang merepresentasikan kebutuhan Sistem Informasi Manajemen Aset TI di Pusdatin.

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Information system, infrastructure, network, and hardware are information technology asset (IT Asset)s which have to be maintained and to be managed by Data and Information Center (Pusdatin) in order to minimize problems in the future. IT asset management, is not only about how to extend the lifecycle and to operate efficiently but also to consider in strategic aspect. The absence of IT assets information results poor IT asset management. Pusdatin requires a structured, scheduled, routine asset inventory to overcome this problem.

IT Asset Mangement System (SMATI) used by Pusdatin to collect and to reserve IT asset information. SMATI also provides decision support capability through analytical data. It can be used as a management decision support (bottom-up) in monitoring, assessing the effectiveness of asset management, and technology selection in the future.

This research is designing the system requirements specification information system using the Rational Unified Process (RUP) with Requirement discipline in Inception and Elaboration phase. The results of this study are in the form of a document artifacts that represent the needs of IT Asset Management Information System."

"ABSTRAKPT XYZ telah menjalankan banyak kontrol TI untuk menjaga agar proses bisnis yang dijalankan dapat terhindar dari risiko-risiko kesalahan dan kecurangan. Kontrol tersebut diuji keefektifitasannya oleh Internal Audit Group IAG . Terdapat area dan kontrol yang diujikan secara berulang setiap tahun yang dilakukan secara manual oleh auditor menggunakan metode sampling. Selain itu, IAG juga melakukan pemantauan secara berkala terhadap temuan-temuan audit yang dikeluarkan. Pemantauan audit dilakukan berdasarkan dokumen tertulis oleh setiap divisi dengan mengacu pada timeline yang disepakati dengan Auditee.Berdasarkan hasil analisis dari permasalahan pengujian kontrol dan pemantauan hasil audit, penelitian ini bertujuan untuk membuat rancangan spesifikasi kebutuhan Sistem Pengujian Kontrol dan Pemantauan Hasil Audit yang dapat digunakan oleh IAG PT XYZ. Spesifikasi kebutuhan sistem dirancang menggunakan proses rekayasa perangkat lunak Rational Unified Process RUP pada satu iterasi fase inception dan dua iterasi fase elaboration dengan ruang lingkup business modeling workflow dan requirements workflow. Hasil dari penelitian didapatkan 18 stakeholder request STRQ , 19 NEED, 27 fitur FEAT , 33 kebutuhan spesifikasi sistem SRS dengan 10 kebutuhan fungsional UCS dan 28 kebutuhan non-fungsional SUPP . Seluruh hasil tersebut didokumentasikan pada artefak Requirement Management Plan, Stakeholder Request, Vision, Software Requirement Specification, Use Case Specification, Supplementary Specification, dan Glossary.

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ABSTRACTPT XYZ has implemented many IT controls to prevent the business process from risk of fraudulent. The effectiveness of the controls are tested by conducting audit activities performed by the Internal Audit Group IAG . There are recurring audit of controls that are performed manually by the auditor using sampling method. In addition, IAG also conducts regular monitoring of audit findings. Audit monitoring is done manually by each division based on the agreed timeline with Auditee.Based on the problem analysis of control testing and monitoring audit results, this study aims to make the requirement specification design for continuous auditing and monitoring system that can be used by IAG PT XYZ. The requirement specification is designed using the Rational Unified Process RUP software process through inception and elaboration phases with the scope of business modeling workflow and requirements, analysis and design workflow.The result of this research are 18 stakeholder request STRQ , 19 NEED, 27 features FEAT , 33 software requirement specifications SRS that consist of 10 functional requirements UCS and 28 non functional requirements SUPP . All the results are documented in Requirement Management Plan, Stakeholder Request, Vision, Software Requirement Specification, Use Case Specification, Supplementary Specification, and Glossary artifacts."