#TITLE_ALTERNATIVE#

• Main Author: Aulia, Dzaki
• Format: Final Project
• Language: Indonesia
• Online Access: https://digilib.itb.ac.id/gdl/view/21857
• Institution: Institut Teknologi Bandung

High crude palm oil production has an impact on the increasing need of <br /> <br /> transportation, especially by sea. To support this, a dolphin liquid bulk terminal <br /> <br /> development is required for crude palm oil loading facilities. The ship to be served <br /> <br /> by this terminal is a tanker with a capacity of 50,000 DWT. The construction of this <br /> <br /> terminal is expected to encourage the development of crude palm oil industry and <br /> <br /> also accelerate Indonesia's economic wheel, especially in Teluk Buo, West <br /> <br /> Sumatra. <br /> <br /> The construction of the dolphin liquid bulk terminal includes five elements of the <br /> <br /> structure: Loading Platform, Breasting Dolphin, Mooring Dolphin, Trestle and <br /> <br /> Walkway. In this final project is described the design criteria, the calculation of the <br /> <br /> dock layout, the dock component used, the calculation of the dimensions and <br /> <br /> geometry of the structure, loading, modeling using the software, the design of <br /> <br /> structural reinforcement and the capacity of the soil due to the structure. <br /> <br /> Checking of design results is done using SAP2000 software which takes into <br /> <br /> account the loads that occurs. Structural modeling begins with modeling the dock <br /> <br /> structure and then given a combination of loading. The five structures are modeled <br /> <br /> to obtain concrete permit allowable compression value, unity check ratio (UCR), <br /> <br /> deflection of piles and beam structures, forces in components and reactivity <br /> <br /> reactions. <br /> <br /> After the parameters are met, calculations of element repeats are beams, plates and <br /> <br /> pile caps. The reinforcement is done by taking into account three aspects of bending <br /> <br /> reinforcement, shear reinforcement and punching shear checks. Designed reins <br /> <br /> should be able to withstand the loading that occurs. <br /> <br /> The value of the reacting reaction is used to analyze the capacity of the soil against <br /> <br /> the pole. The calculated soil capacity is at the end of the pile and the frictional force <br /> <br /> on the pile surface. Both values must be greater than the structural load. The result <br /> <br /> of this final project is the dimension and geometry of strong structure to hold the <br /> <br /> work load.