beban.xlsx
7
Pembebanan struktur atas jembatan Data jembatan: Bentang = 60 m Lebar lajur = 3m Jumlah lajur = 2 buah Tebal pelat = m Lebar trotoar = 0.7 m Tebal trotoar = 0.2 m Tebal aspal = 0.05 m Tebal air hujan = 0.05 m BJ beton = 2.4 t/m3 BJ aspal = 2.2 t/m3 BJ air = 0.98 t/m3 Jarak antar String = 1.5 m P = 4.9 ton/m qLL kendaraan = 0.675 t/m2 qLL orang = 0.5 t/m2 d1 = 1.56 m jarak terbawah girder samp Beban mati Beban trotoar = 0.336 t/m Beban aspal = 0.083 t/m Beban floor deck = 0.136 t/m STG 1 = 0.554 t/m Beban aspal = 0.165 t/m Beban floor deck = 0.140 t/m STG 2 = 0.305 t/m Beban hidup Beban orang = 0.250 t/m Beban kendaraan = 0.422 t/m q LL STG 1 = 0.672 t/m P LL STG 1 = 4.196 t Beban kendaraan = 1.013 t/m q LL STG 2 = 1.013 t/m P LL STG 2 = 10.070 t 256.875 Beban kejut = 37 %
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Transcript of beban.xlsx
Pembebanan struktur atas jembatanData jembatan:
Bentang = 60 mLebar lajur = 3 mJumlah lajur = 2 buahTebal pelat = mLebar trotoar = 0.7 mTebal trotoar = 0.2 mTebal aspal = 0.05 mTebal air hujan = 0.05 mBJ beton = 2.4 t/m3BJ aspal = 2.2 t/m3BJ air = 0.98 t/m3Jarak antar Stringer = 1.5 mP = 4.9 ton/mqLL kendaraan = 0.675 t/m2qLL orang = 0.5 t/m2d1 = 1.56 m jarak terbawah girder sampai teratas trotoar
Beban matiBeban trotoar = 0.336 t/mBeban aspal = 0.083 t/mBeban floor deck = 0.136 t/mSTG 1 = 0.554 t/m
Beban aspal = 0.165 t/m
Beban floor deck = 0.140 t/mSTG 2 = 0.305 t/m
Beban hidupBeban orang = 0.250 t/mBeban kendaraan = 0.422 t/m
q LL STG 1 = 0.672 t/mP LL STG 1 = 4.196 t
Beban kendaraan = 1.013 t/m
q LL STG 2 = 1.013 t/mP LL STG 2 = 10.070 t 256.875
Beban kejut = 37 %
Beban rem = 0.072 ton/m2
Beban angintanpa kendaraan
= 0.0702 ton/m
= 0.0351 ton/m
dengan kendaraan
= 0.0351 ton/m
= 1.053 ton/m
Beban gempa
Data jembatan:Bentang = 30 mLebar lajur = 3 mJumlah lajur = 2 buahTebal pelat = mLebar trotoar = 0.7 m
girder kiri (angin tekan)
girder kanan (angin tarik)
girder kiri (angin tekan)
girder kanan (angin tarik)
Tebal trotoar = 0.2 mTebal aspal = 0.05 mBJ beton = 2.4 t/m2BJ aspal = 2.2 t/m2Jarak antar Stringer = 1.5 mP = 4.9 ton/mqLL kendaraan = 0.9 t/m2qLL orang = 0.5 t/m2d1 = 1.56 m jarak terbawah girder sampai teratas trotoar
Beban matiBeban trotoar = 0.336 t/mBeban aspal = 0.083 t/mBeban floor deck = 0.136 t/m 5.806309STG 1 = 0.554 t/m 10.33414
4.1135Beban aspal = 0.165 t/m 1.327857
Beban floor deck = 0.140 t/m 3.097515STG 2 = 0.305 t/m 19.37359
Beban hidupBeban orang = 0.250 t/mBeban kendaraan = 0.563 t/m
q LL STG 1 = 0.813 t/mP LL STG 1 = 2.573 t
Beban kendaraan = 1.350 t/m
q LL STG 2 = 1.350 t/mP LL STG 2 = 10.290 t
Beban kejut = 40 %
Beban rem = 0.089 ton/m2
Beban angintanpa kendaraan
= 0.070 ton/m
= 0.035 ton/m
dengan kendaraan
= 0.035 ton/m
= 0.018 ton/m
Beban gempa
girder kiri (angin tekan)
girder kanan (angin tarik)
girder kiri (angin tekan)
girder kanan (angin tarik)
6.863.43
jarak terbawah girder sampai teratas trotoar
jarak terbawah girder sampai teratas trotoar
5.25
4.5
6.1
