Studi perbandingan beban hidup pada peraturan pembebanan jembatan jalan raya
ABSTRACT In Indonesia, design load for bridge deck is 20 ton per axle, while for the beam 8 kN/m2 (uniform load up to 30 m span) and 44 kN/m (line load) should be applied. The latest 2 loads are approximately equivalent to 20 ton per axle. If the load exceeds the capacity, then the rate of damage of...
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| Format: | Article NonPeerReviewed |
| Published: |
[Yogyakarta] : Fakultas Psikologi Universitas Gadjah Mada
1998
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| Subjects: | |
| Online Access: | https://repository.ugm.ac.id/20682/ http://i-lib.ugm.ac.id/jurnal/download.php?dataId=3537 |
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| Institution: | Universitas Gadjah Mada |