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<title><![CDATA[ANALISIS VARIASI KONFIGURASI JEMBATAN RANGKA BAJA PENYEBERANGAN ORANG AKIBAT BEBAN STATIK DAN DINAMIK PEJALAN KAKI]]></title>
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<namePart>SAYYID MAULANA IMANUL HAQ / 222019116</namePart>
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<note>Jembatan Penyebrangan orang (JPO) adalah struktur bangunan yang dirancang untuk pejalan kaki sebagai jalur khusus dan pengaman agar tidak mengganggu mobilitas lalu lintas. dalam penelitian ini, konfigurasi rangka baja JPO eksisting yang bertipe Warren with Vertical akan dimodifikasi menjadi tipe pratt, k truss, dan baltimore, lalu JPO eksisting dan JPO yang sudah dimodifikasi konfigurasi rangkanya tersebut akan dihitung dan dibandingkan kinerja struktur atas jembatannya dengan bantuan software analisis dan permodelan struktur jembatan.

Hasil analisis rasio tegangan terdapat nilai rasio tegangan terbesar adalah JPO dengan konfigurasi tipe warren sebesar 0,863 sedangkan nilai rasio tegangan terkecil adalah JPO dengan konfigurasi tipe baltimore sebesar 0,831, untuk nilai lendutan terbesar adalah JPO dengan konfigurasi tipe baltimore sebesar 40,365mm, sedangkan untuk nilai lendutan terkecil adalah JPO dengan konfigurasi tipe k truss sebesar 34,522mm.</note>
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<subject authority=""><topic><![CDATA[Jembatan penyebrangan orang]]></topic></subject>
<subject authority=""><topic><![CDATA[Rangka Baja]]></topic></subject>
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