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dc.contributor.authorMaulana, Zico Bagas
dc.date.accessioned2020-11-23T03:12:40Z
dc.date.available2020-11-23T03:12:40Z
dc.date.issued2020-07-05
dc.identifier.urihttp://repository.unisma.ac.id/handle/123456789/542
dc.description.abstractThe dock is a very important aspect because it is the cheapest with a considerable distance. One type of dock discussed in this thesis is the Jetty dock. Jetty is a type of Dock that is built extending out into the sea with the aim of reducing sedimentation caused by mud carried by ships when the ship is Docked. Trestle is a component of the Jetty Dock that connects between the Jetty and the Border. Trestle has a similarity to the dock, but the trestle building must be simpler, because the trestle is not functioned as a place for mooring ships, loading and unloading. so that trestle dimensions is quite simple. The length of the trestle is 200 meters with a width of 10 meters. In the trestle structure re-planning agreement on SK SNI-T-15-1991- 03, RSNI-T12-2004, SNI-03-2847-2013, SNI 1725-2016, SNI 2833 2016. Study on the Planning of the Structure of the Jetty Tanjung Tembaga Jetty Pier This Probolinggo uses 2D modeling method on SAP 2000 V20 on the moment field calculation produces 300 mm plate thickness with reinforcement using 22Ø - 100 principal reinforcement; Beams with dimensions of 1200 mm thick and 700 mm wide with principal reinforcement 19 D29 and stirrup reinforcement 3Ø15 - 300; Borpile foundation with a profile length of 20 m width of the profile by 50 cm processing depth of 15 m tulipprocess 16 D22 Spiral reinforcement Ø16 - 150 Keywords: Planning, Structure, Pier Trestleen_US
dc.language.isootheren_US
dc.publisherUniversitas Islam Malangen_US
dc.subjectDermagaen_US
dc.subjectStruktur Trestleen_US
dc.titleStudi Perencanaan Struktur Trestle Dermaga Jetty Tanjung Tembaga Kota Probolinggoen_US
dc.typeThesisen_US


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