Please use this identifier to cite or link to this item: https://repositori.uma.ac.id/handle/123456789/22480
Full metadata record
DC FieldValueLanguage
dc.contributor.advisorIrwan-
dc.contributor.advisorLubis, M. Ikbal-
dc.contributor.authorSibarani, Fransiskus-
dc.date.accessioned2023-12-29T07:57:27Z-
dc.date.available2023-12-29T07:57:27Z-
dc.date.issued2004-
dc.identifier.urihttps://repositori.uma.ac.id/handle/123456789/22480-
dc.description90 Halamanen_US
dc.description.abstractPada perencanaan suatu balok pratekan sistim segmental sering timbul permasalahan besamya gaya pratekan yang cukup kuat dan ekonomis, sehingga teganngan internal pada balok akan mampu mengimbangi tegangan yang teijadi akibat beban eksternal. In the design of a prestressed beam, segmental systems often arise The main problem is that the prestressing force is strong enough and economical, so The internal stress in the beam will be able to compensate for the stress that occurs due to external loads.en_US
dc.language.isoiden_US
dc.publisherUniversitas Medan Areaen_US
dc.relation.ispartofseriesNPM;988110013-
dc.subjectPerhitungan Konstruksi Baloken_US
dc.subjectBeam Construction Calculationsen_US
dc.titleAnalisa Perhitungan Konstruksi Balok Pratekan Sistem Segmental Pada Jembatan Payung Sungai Percuten_US
dc.title.alternativeAnalysis of Segmental System Prestressed Beam Construction Calculations on the Percut River Payung Bridgeen_US
dc.typeThesisen_US
Appears in Collections:SP - Civil Engineering

Files in This Item:
File Description SizeFormat 
988110013 - Fransiskus Sibarani - Fulltext.pdfCover, Abstract, Chapter I, II, III, V, Bibliography5.05 MBAdobe PDFView/Open
988110013 - Fransiskus Sibarani - Chapter IV.pdf
  Restricted Access
Chapter IV1.31 MBAdobe PDFView/Open Request a copy


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.