ANALISIS PERBANDINGAN SIMPANGAN LATERAL DAN VOLUME MATERIAL ANTARA VARIASI BALOK GRID SEJAJAR DAN DIAGONAL PADA BANGUNAN BETON BENTANG LEBAR (MENGACU PADA PERATURAN AMERICAN CONCRETE INSTITUTE)

SATRIADI, ANGGA and Hanafiah, Hanafiah and Astira, Imron Fikri (2013) ANALISIS PERBANDINGAN SIMPANGAN LATERAL DAN VOLUME MATERIAL ANTARA VARIASI BALOK GRID SEJAJAR DAN DIAGONAL PADA BANGUNAN BETON BENTANG LEBAR (MENGACU PADA PERATURAN AMERICAN CONCRETE INSTITUTE). Undergraduate thesis, Sriwijaya University.

[thumbnail of RAMA_22201_03091001004.pdf] Text
RAMA_22201_03091001004.pdf - Accepted Version
Restricted to Repository staff only
Available under License Creative Commons Public Domain Dedication.

Download (165MB) | Request a copy
[thumbnail of RAMA_22201_03091001004_8917120021_0014025402_01_front_ref.pdf] Text
RAMA_22201_03091001004_8917120021_0014025402_01_front_ref.pdf - Accepted Version
Available under License Creative Commons Public Domain Dedication.

Download (10MB)
[thumbnail of RAMA_22201_03091001004_8917120021_0014025402_02.pdf] Text
RAMA_22201_03091001004_8917120021_0014025402_02.pdf - Accepted Version
Restricted to Repository staff only
Available under License Creative Commons Public Domain Dedication.

Download (7MB) | Request a copy
[thumbnail of RAMA_22201_03091001004_8917120021_0014025402_03.pdf] Text
RAMA_22201_03091001004_8917120021_0014025402_03.pdf - Accepted Version
Restricted to Repository staff only
Available under License Creative Commons Public Domain Dedication.

Download (3MB) | Request a copy
[thumbnail of RAMA_22201_03091001004_8917120021_0014025402_04.pdf] Text
RAMA_22201_03091001004_8917120021_0014025402_04.pdf - Accepted Version
Restricted to Repository staff only
Available under License Creative Commons Public Domain Dedication.

Download (16MB) | Request a copy
[thumbnail of RAMA_22201_03091001004_8917120021_0014025402_05.pdf] Text
RAMA_22201_03091001004_8917120021_0014025402_05.pdf - Accepted Version
Restricted to Repository staff only
Available under License Creative Commons Public Domain Dedication.

Download (952kB) | Request a copy
[thumbnail of RAMA_22201_03091001004_8917120021_0014025402_06_ref.pdf] Text
RAMA_22201_03091001004_8917120021_0014025402_06_ref.pdf - Bibliography
Restricted to Repository staff only
Available under License Creative Commons Public Domain Dedication.

Download (843kB) | Request a copy
[thumbnail of RAMA_22201_03091001004_8917120021_0014025402_07_lamp.pdf] Text
RAMA_22201_03091001004_8917120021_0014025402_07_lamp.pdf - Accepted Version
Restricted to Repository staff only
Available under License Creative Commons Public Domain Dedication.

Download (127MB) | Request a copy

Abstract

In the concrete’s buildings with large spons , the using of the ordinary structure system will create the dimensions of the beam , column , and plate are large so that the building be disproporlionale . Therefore, the waffle slab structure system w as developed. Waffle slab is crossed beam system that is used to increase the stiffness of the plate , so that the smaller the deflection occurs , thus dimensional of structural elements can be minimized and eventually become less material usage . Waffle slab has many types , including the type of parallel waffle slab and diagonal waffle slab. This research aims to determine which system is more economical and rigid between the two types of those . This research uses 1 ordinary building model as a Standard, 5 parallel waffle slab ’s building and 5 diagonal waffle slab ’s building with Lx and Ly spans is 10 m , height of each floor is 4 m , and given the same loads in accordance with the regulations of the American Society of Civil Engineers ( ASCE) . There are 5 combinations of crossed beams who start of division 1 Lx and 1 Ly to division 5 Lx and 5 Ly for each waffle slab building model . This research was supported by the program Extended Three Dimensional Analysis of Building Systems ( ETABS ) and refers to the re gulat ion American Concrete Institute ( ACI) . The results showed that the parallel waffle slab 1-1 has the best level of the material’s efficiency , amounting to 29.38 % , while the diagonal waffle slab 4-4 even more wasteful 38.78 % compared to the ordinary building’s structure .The diagonal waffle slab 5-5 is the most rigid system , It’s stiffness increased by 40.41 % , while the parallel waffle slab 4-4 56.19 % more flexible than the ordinary building’s structure, but the drift is still into the limits of the allowable story drift.

Item Type: Thesis (Undergraduate)
Uncontrolled Keywords: Waffle Slab, ETABS, ACI, Drift, Efficiency
Subjects: T Technology > TH Building construction > TH1000-1725 Systems of building construction Including fireproof construction, concrete construction
Divisions: 03-Faculty of Engineering > 22201-Civil Engineering (S1)
Depositing User: Mrs Furika Furika
Date Deposited: 16 Oct 2023 06:49
Last Modified: 16 Oct 2023 06:49
URI: http://repository.unsri.ac.id/id/eprint/129865

Actions (login required)

View Item View Item