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PERENCANAAN STRUKTUR PASAR LOSBATUKANDANGAN (KALIMANTAN SELATAN)MENGGUNAKAN BETON BERTULANG BERDASARKAN SNI 03-2847-2002

ADIPUTRA, DIDIT (2012) PERENCANAAN STRUKTUR PASAR LOSBATUKANDANGAN (KALIMANTAN SELATAN)MENGGUNAKAN BETON BERTULANG BERDASARKAN SNI 03-2847-2002. Other thesis, University of Muhammadiyah Malang.

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Abstract

Concrete used as construction material since it has benefit in supporting the push strain, easier to be formed, low cost maintenance, though it had some benefit, the brittle character could not hold for pull strain, the strength was only 9% - 15% rate from the push strength. To conclude the problem, there could be used steel skeletal to hold the pull strain. From the calculation of floor sheet with 120 mm thickness, there could be found the largest skeletal in axis center region 10-125 mm, and field region 10-125 mm with skeletal for 8-200 mm, while for roof sheet with thickness 100 mm found the largest skeletal in axis center region 10-175 mm and field region 10-175 mm, with skeletal for 8-250 mm. Primary block structure with dimension 35/50 cm found the larges skeletal 6˜28, while the largest skeletal in axis center region 4˜28 with 8-100 mm crossbar. For sub-block 20/40 cm found axis center region 4˜12, field skeletal found 5˜12 with 8-150 mm crossbar. For column structure of dimension side was 50x50 cm and the largest skeletal by the calculation was 16˜22 with 10-350 crossbar. For mid-column structure with dimension was 50x50 cm and the largest skeletal by calculation was 20˜22 with 10-350 mm crossbar. From the building re-plan according to SNI, the building structure was save

Item Type: Thesis (Other)
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Faculty of Engineering > Department of Civil Engineering (22201)
Depositing User: Halimatus Zahroh
Date Deposited: 26 Jan 2015 07:36
Last Modified: 26 Jan 2015 07:36
URI : http://eprints.umm.ac.id/id/eprint/15204

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