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# S struktur-analisis struktur jembatan bintaro

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• 1. ATIYYA INAYATILLAH Jembatan fly over Bintaro Data struktur  Fungsi Jembatan : Jalan Tol  Jenis Jembatan : Beton  Lebar Jembatan : 14 m  Tebal Jalan : 0,25 m  Tinggi Pilar : 5,95 m  Beton fc’-35 = 35 Mpa = 3500 Ton/m2 Fy = 3200 Ton/m2 Fys = 24000 Ton/m2 Properti Section 1. Pilar = D=1m 2. Girder = 1,2 m 0,6 m 3. Diafragma = 0,5 m 0,3 m 4. Pelat Lantai = 0,25 m 5. Balok Pilar = 0,8 m 0,8 m
• 2. ATIYYA INAYATILLAH Foto-Foto Jembatan
• 3. ATIYYA INAYATILLAH GAMBAR DESAIN DENGAN SAP 2000 Tampak Atas,Tampak Samping,Tampak Depan
• 4. ATIYYA INAYATILLAH PEMBEBANAN  Dead Load Pada Lantai : Beton = 0,20 m x 2,4 t/m3 = 0,48 t/m2 Aspal = 0,05 m x 2,2 t/m3 = 0,11 t/m2 q = 0,59 t/m2  Live Load Pada Diafragma : Rem ( 37,5 t /(2 x 27)) = 0,69 ton  Beban Gempa (Teq) Teq = C.I.S.Wt C = 0,1 T = 0,37371 ( Periode getar didapat dari analisa SAP ) Wt = 4522,193 (Beban Mati/berat jembatan didapat dari analisa SAP) I =1 S =1 Teq = C.I.S.Wt = 0.1 x 1 x 1 x 769,89 =77 ton