PERENCANAAN STRUKTUR ATAS JEMBATAN GANTUNG 60 M UNTUK PEJALAN KAKI DAN KENDARAAN RINGAN

'ALIY, MUHAMMAD SHOLAHUDDIN and Idris, Yakni (2023) PERENCANAAN STRUKTUR ATAS JEMBATAN GANTUNG 60 M UNTUK PEJALAN KAKI DAN KENDARAAN RINGAN. Undergraduate thesis, Sriwijaya University.

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Abstract

The biggest challenge of land mobilization in Indonesia, especially remote areas, is natural obstacles that cause accessibility problems for the community. Suspension bridges are an infrastructure option that can be used to connect access for pedestrians. Suspension bridges have the privilege of being able to be built in long spans without any pillars in the middle of their spans and have the ease of construction and mobilization of tools and materials. Pedestrian suspension bridges generally have a flexible floor system. Where it is easy to experience structural deformation against insufficiently large loadings. One of the efforts to provide more safety and comfort on suspension bridges is to use a rigid floor system. Therefore, the planning of pedestrian suspension bridges and light vehicles spanning 60 m was carried out using a rigid floor system with a stiffening rod truss system on its floor plate system. In this study, structure modeling was carried out using SAP2000 and plan load calculations were carried out in accordance with planner guidelines which were used as initial program data to obtain the output of bridge structure response data in the form of deflection and element control of inner forces. The output of such data is then used to determine whether the elements of the structure meet or do not meet the safety and comfort requirements of pedestrian suspension bridges. In the planning results, the conclusion was obtained that the upper longitudinal girder uses a profile of 2UNP.150.75.6,5, the lower longitudinal girder uses a profile UNPl00.50.5, a transverse girder uses an IWF profile of 150.75, a diagonal bar uses a profile of 2L65.65.6, an upright bar uses a profile of 2L50.50.5, an upright skur bar uses an L50.50.5 profile, a wind bond rod uses a 2L50.50.5 profile, a tower column uses an H200.200 profile, bracing the tower uses an IWF150.75 profile, the main cable uses a 6X36 IWRC profile with a diameter of 48 mm, the hanger cable uses a 6X36 IWRC profile with a diameter of 20 mm. The maximum deflection of the floor slab system occurring because of the largest combination of loads at 1/4 span is 0.274 m has met the required permit deflection.

Item Type:	Thesis (Undergraduate)
Uncontrolled Keywords:	Suspension Bridge, Passer, Rigid Floor System, Stiff Rod Frame.
Subjects:	T Technology > TA Engineering (General). Civil engineering (General) > TA174 Engineering design T Technology > TA Engineering (General). Civil engineering (General) > TA174.A385 Engineering design--Data processing. Manufacturing processes--Data processing. Computer integrated manufacturing systems. Manufacturing processes--Automation. CAD/CAM systems.
Divisions:	03-Faculty of Engineering > 22201-Civil Engineering (S1)
Depositing User:	Muhammad Sholahuddin ' Aliy
Date Deposited:	24 Mar 2023 01:41
Last Modified:	24 Mar 2023 01:43
URI:	http://repository.unsri.ac.id/id/eprint/91326

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