Analysis and design of sports stadium / Muhammad Nazirul Faiz bin Muhammad Azimi.
Material type:
TextPublication details: Brunei Darussalam : Universiti Teknologi Brunei. ©2016. Description: 62 pages : coloured illustrations ; 30cm. 1 computer optical discSubject(s): -- Dissertation Universiti Teknologi Brunei | StadiumsOther classification: UTB 120 REPORT THESIS & DISSERTATION | RTDS 149 Dissertation note: Dissertation (Bachelor of Engineering) - Universiti Teknologi Brunei (2016)
| Item type | Current library | Call number | Status | Notes | Date due | Barcode |
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Report. Thesis & Desertation Students - Media
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Universiti Teknologi Brunei Library - at level 2 | UTB 120 REPORT, THESIS & DISSERTATION, RTDS CD 7 (Browse shelf(Opens below)) | Available | RTDS CD 7_UTB | 828645 | |
Reports, Thesis & Dissertation Students
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Universiti Teknologi Brunei Library - at level 2 | UTB 120 REPORT, THESIS & DISSERTATION, RTDS 149 (Browse shelf(Opens below)) | Not for loan | Reg. no. 001798_UTB 120 [RTDS 149] | 828623 |
Dissertation submitted to Universiti Teknologi Brunei in partial fulfillment of the requirements for the degree of Bachelor of Engineering
ABSTRACT
The design process of structural planning and design requires not only imagination and theoretical thinking but also a comprehensive knowledge of science of structural engineering besides the knowledge of hands-on aspects such as designing using the recent and current standards. The purpose of the standards is to guarantee and enhance
safety, keeping careful balance between economy and safety. For this stadium project study, some of the structural elements (slabs, beams, columns, foundation) are designed using a software known as Autodesk Robot Structural Analysis 2016. In order to design, plan of the structure need to be planned. Thereby depending on the fittingness, plan layout of the beams and the positions of columns can be fixed. Then, the loads are applied, where dead load are of self-weight of the structure itself and live loads taken from BS6399-1 code. Safe bearing capacity of soil is assumed as 300MPa and footings are designed based on safe bearing capacity of soil. For designing the beams and columns, it is necessary to know the bending moments that they are subjected to. While for design of slab depends on its end conditions and loadings whether to design it one-way or two-way. Structure also simulated under wind loading of 30 meter per second.
Finally, the sections are checked with regard to strength and serviceability.
Dissertation is available in CD and is not for loan or reference use
Dissertation (Bachelor of Engineering) - Universiti Teknologi Brunei (2016)
Includes bibliographical and index.
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