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The architect has done the design of an office. This building can be divided into three major sections, namely podium A with tower, podium B, and basement. Therefore, it is necessary to do structural planning so that the rental office which has reached the stage of this architectural planning can be...
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| Format: | Final Project |
| Language: | Indonesia |
| Online Access: | https://digilib.itb.ac.id/gdl/view/25181 |
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| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |
| Summary: | The architect has done the design of an office. This building can be divided into three major sections, namely podium A with tower, podium B, and basement. Therefore, it is necessary to do structural planning so that the rental office which has reached the stage of this architectural planning can be realized to be the real building. Indonesia is a country known to have high earthquake activity, so it is necessary to design the building to be able to withstand the earthquake load when occurred. In addition, the building must also be able to provide a sense of comfort to the user in carrying out its functions. The data used in the design process comes from the regulations applied in Indonesia. If there is uncertain data in the regulation, we will refer the complementary data from other internationally acceptable rules. Meanwhile, the design result is reported by descriptive method and tabulation. The structures of podium A and tower, podium B, and basement are analyzed separately. The structural system used on podium A and tower is a dual system between SRPMK and shear walls, podium B is SRPMK only, and basement is dual system between SRPMM and shear walls. Analysis process of this rental office structure uses two-stage analysis procedure. Earthquake loading in the upper structure is using response spectrum analysis and bottom structure is using equivalent lateral force analysis. The structural elements which are designed are slabs, beams, columns, shear walls, pilecap, and tie beam. The design of element dimension has fulfilled the structural comfort requirement, meaning that the deflection has been smaller than L / 360 for short-term and L / 480 for long-term. The design of elemental reinforcement has fulfilled the structural strength requirement, meaning the capacity possessed by the element is greater than load combinations that give the greatest load to structures. |
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