beban.xlsx
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Transcript of beban.xlsx
![Page 1: beban.xlsx](https://reader036.fdocuments.net/reader036/viewer/2022072109/563dbb40550346aa9aab8f53/html5/thumbnails/1.jpg)
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 %
![Page 2: beban.xlsx](https://reader036.fdocuments.net/reader036/viewer/2022072109/563dbb40550346aa9aab8f53/html5/thumbnails/2.jpg)
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)
![Page 3: beban.xlsx](https://reader036.fdocuments.net/reader036/viewer/2022072109/563dbb40550346aa9aab8f53/html5/thumbnails/3.jpg)
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
![Page 4: beban.xlsx](https://reader036.fdocuments.net/reader036/viewer/2022072109/563dbb40550346aa9aab8f53/html5/thumbnails/4.jpg)
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)
![Page 5: beban.xlsx](https://reader036.fdocuments.net/reader036/viewer/2022072109/563dbb40550346aa9aab8f53/html5/thumbnails/5.jpg)
6.863.43
jarak terbawah girder sampai teratas trotoar
![Page 6: beban.xlsx](https://reader036.fdocuments.net/reader036/viewer/2022072109/563dbb40550346aa9aab8f53/html5/thumbnails/6.jpg)
jarak terbawah girder sampai teratas trotoar
5.25
4.5
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6.1