A., Adi Fajar Taufiqulloh (2010) STUDI PERBANDINGAN METODE PERENCANAAN LANGSUNG, METODE PORTAL EKUIVALEN, DAN TEORI GARIS LELEH PADA PERENCANAAN PLAT BETON BERTULANG. Other thesis, University of Muhammadiyah Malang.
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Plate is one important element, in a building construction. Plate is a flat area where the thickness is far smaller than other dimensions. Plates serves to resist gravity loads are then forwarded kebalok and continued kekolom. Based on the structural action of the plate is divided into two plates in one direction and the plate in both directions. In planning a two-way plate-SK SNI T-15-1991-03 suggested to use two methods: direct design method and equivalent frame method, while for the theory of this melting line SK SNI T-15-1991-03 do not suggest the use of planning . Planning methods can be applied directly only to two-way slab design in building construction by special provisions. Equivalent frame method can be used for any bidirectional merencanaakan plate by meeting the required assumptions. While the yield line theory method can be used to sort any type plate by meeting the required assumptions. For planning data used in this analysis of reinforced concrete frame of four-storey building with floor spacing 4m. in each direction consists 3 points, in which to span the longitudinal direction of 4.5 m, 7m, 3.5 m while the 5m, 6m, 2m, for short. Column dimension levels 1 to 4 each (50x50). From the analysis, planning methods directly on the longitudinal direction mepuyai deviation of the equivalent frame method of moments pedestal 31.239%, 2.201%, the moment of the field to landscape the exterior, while the interior landscape of 65.004% for the moment support, 59.183% for the moment the field. At the direction retracts 25.945% untruk pedestal moment, 0.634% for the field moments on the exterior landscape, while the interior landscape pedestal 56.481% for the moment, 29.118% for the moment the field. While the deviation results from the theory of melting line in the longitudinal direction of the direct design method of 21.561% on the pedestal, 51.835% in the field to landscape the exterior, while the interior landscape of 15.528% on the pedestal, 21.561% in the field. At the direction retracts the pedestal deviation 46.238%, 10.442% in the field to landscape the exterior, while the interior landscape on the pedestal 48.416%, 52.399% at the moment of the field.
|Item Type:||Thesis (Other)|
|Subjects:||T Technology > TA Engineering (General). Civil engineering (General)|
|Divisions:||Faculty of Engineering > Department of Civil Engineering|
|Depositing User:||Rayi Tegar Pamungkas|
|Date Deposited:||24 May 2012 06:32|
|Last Modified:||24 May 2012 06:32|
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