PERENCANAAN JEMBATAN RANGKA BAJA TIPE PARKER BENTANG 78 METER MENGGUNAKAN SNI 1725 – 2016 DAN SNI 1729 - 2020

UMRONIAH, LAILATUL (2023) PERENCANAAN JEMBATAN RANGKA BAJA TIPE PARKER BENTANG 78 METER MENGGUNAKAN SNI 1725 – 2016 DAN SNI 1729 - 2020. Skripsi thesis, UNIVERSITAS BHAYANGKARA SURABAYA.

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Abstract

The bridge is a connecting facility in an area that functions as a supporting facility for the region's economy. Bridges have a crucial function in an area to carry out daily activities and work such as trade, social, politics & so on. Through this Final Project the author tries to plan the construction of a bridge with a span of 78 meters using a Steel Frame bridge structure with the Parker type. The background for choosing this type of Parker Steel Frame bridge is another alternative for the construction of existing steel frame bridges in general because this type of bridge has a higher aesthetic value. The loading regulations used in the planning of this bridge apply to the Indonesian National Standard (SNI) 1725 – 2016, for Steel Structures refer to the Indonesian National Standard (SNI) 1729 -2020, and for Earthquake Loading refers to the Indonesian National Standard (SNI) 2833 – 2016 The regulations are intended to provide advice in the planning of bridges in Indonesia that can guarantee an acceptable level of safety and cost savings for bridge structures. From the results of the analysis obtained the superstructure of the bridge using the profile WF 500x500x19x32 (main girder), WF 800x400x12x28 (transverse girder), WF 500x250x10x16 (longitudinal girder), WF 400x200x8x13 (vertical upper wind tie), PIP Ø 16 cm (upper wind bond), L 200x200x20x20 (Downwind Bond).

Item Type: Thesis (Skripsi)
Uncontrolled Keywords: Steel Structures and Weight, Bridges, Parker Frames
Subjects: 624 Civil Engineering > 624.2 Bridges Engineering
Divisions: Faculty of Engineering > Bachelor of Civil Engineering
Depositing User: Perpus Ubhara Surabaya
Date Deposited: 07 Jan 2025 03:47
Last Modified: 07 Jan 2025 03:47
URI: http://eprints.ubhara.ac.id/id/eprint/2836

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