ANALISIS PERBANDINGAN STRUKTUR RANGKA BAJA BUKAKA DAN SNI DENGAN PEMODELAN TEKLA PADA JEMBATAN BETAPUS SAMARINDA

Adella Elysa Putri, Yudi Pranoto, Tumingan Tumingan

Abstract


Bridge is an important infrastructure in human being. Doing the selection of upper structure is the first accupation before make a bridge design. Need an effective and efficient upper structure in the plan. This study aims warren truss upper structure class A 50 m length comparison PT. Bukaka and SNI standard which observed strength and material weight aspect. Loading analysis using SAP 2000 software propose SNI 1725:2016 regulation while drawing and weight calculation using Tekla software. Steel bridge component analysis propose RSNI T-03-2005 regulation. From this analysis it can be concluded that PT. Bukaka warren truss had a small deformation value than SNI warren truss. Security ratio from each component PT. Bukaka and SNI had a same comparison. SNI warren truss steel more heavy than PT. Bukaka warren truss steel.


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References


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