relation: https://eprints.untirta.ac.id/51581/
title: Uji Beban Statis Jembatan Rangka Baja  (Studi Kasus Duplikasi Jembatan Kapuas 1 Kota Pontianak)
creator: AFRIZAL, VEBIAN DWI
subject: TG Bridge engineering
description: Duplication of Kapuas Bridge 1 is a truss bridge steel built to improve connectivity   and parsing traffic jam in Pontianak City, West Kalimantan. This study aims to   determine the largest deformation that occurs load test results static as well as   evaluate the feasibility of the deformation based on standard loading (SNI   1725:2016) and limits permissible deflection (RSNI T-03-2005). The method used   includes load testing static in the field with reading sign measuring use waterpass,   and modeling and structural analysis using SAP2000 application. The test load is   in the form of truck with total weight 38 tons and the total test load is 80% of burden   Then cross. The results of the analysis show the largest deformation value from   both field test results and SAP2000 simulation. The value is Then compared to the   limit permissible deflection to determine whether the bridge structure is classified   as feasible. The largest deformation value load test results static was obtained as   28.02 mm in combination 3 and the smallest deformation value was 3.99 mm in   combination 5. Then the largest deformation value The results of the structural   analysis obtained were 27 mm in combination 3 and the smallest deformation value   was 5.00 mm in combination 4. Based on RSNI T-03-2005 Duplication of Kapuas   Bridge 1 has mark limit deformation permit of 75 mm. The results of the comparison   of the maximum deformation obtained from the load test static and structural   analysis in the category safe and proper. Research give contribution in ensuring   security
date: 2025
type: Thesis
type: NonPeerReviewed
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identifier: https://eprints.untirta.ac.id/51581/1/VEBIAN%20DWI%20AFRIZAL_3336180004_Fulltext.pdf
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identifier: https://eprints.untirta.ac.id/51581/2/VEBIAN%20DWI%20AFRIZAL_3336180004_01.pdf
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identifier: https://eprints.untirta.ac.id/51581/3/VEBIAN%20DWI%20AFRIZAL_3336180004_02.pdf
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identifier: https://eprints.untirta.ac.id/51581/4/VEBIAN%20DWI%20AFRIZAL_3336180004_03.pdf
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identifier: https://eprints.untirta.ac.id/51581/5/VEBIAN%20DWI%20AFRIZAL_3336180004_04.pdf
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identifier: https://eprints.untirta.ac.id/51581/6/VEBIAN%20DWI%20AFRIZAL_3336180004_05.pdf
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identifier: https://eprints.untirta.ac.id/51581/7/VEBIAN%20DWI%20AFRIZAL_3336180004_06.pdf
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identifier: https://eprints.untirta.ac.id/51581/8/VEBIAN%20DWI%20AFRIZAL_3336180004_Lamp.pdf
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identifier: https://eprints.untirta.ac.id/51581/9/VEBIAN%20DWI%20AFRIZAL_3336180004_Ref.pdf
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identifier: https://eprints.untirta.ac.id/51581/10/VEBIAN%20DWI%20AFRIZAL_3336180004_Cp.pdf
identifier:   AFRIZAL, VEBIAN DWI  (2025) Uji Beban Statis Jembatan Rangka Baja (Studi Kasus Duplikasi Jembatan Kapuas 1 Kota Pontianak).  S1 thesis, Fakultas Teknik Universitas Sultan Ageng Tirtayasa.