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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
ATIYYA INAYATILLAH


Foto-Foto Jembatan
ATIYYA INAYATILLAH


   GAMBAR DESAIN DENGAN SAP 2000
Tampak Atas,Tampak Samping,Tampak Depan
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

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S struktur-analisis struktur jembatan bintaro

  • 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
  • 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