Pengujian Kapasitas Lentur dan Kapasitas Tumpu Konstruksi Dinding Alternatif Berbahan Dasar Epoxy Polystyrene (EPS)

Authors

  • Agus Setiawan Bina Nusantara University

DOI:

https://doi.org/10.21512/comtech.v1i2.2666

Keywords:

Epoxy Polystyrene, wire mesh, flexural capacity, bearing capacity

Abstract

This research has an objective to investigate the capacity of alternative wall panel construction, with EPS (Epoxy Polystyrene) as a based material. EPS with 5 cm of thickness and 1 m of width used as specimens at this research. The specimens reinforced with wire mesh (4 – 150 mm) both sides, and finished by mortar cement with 1,5 and 3 cm of thickness. Each specimen was tested in the laboratory to obtain their flexural capacity and bearing capacity. Specimen with 8,5 cm of thickness has 150 kg/m2 of flexural capacity, while specimen with 11 cm of thickness has 450 kg/m2 of flexural capacity. Alternative wall panel with EPS, can be used as a bearing wall, with 2,9 tons/m of bearing capacity.

 

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References

Badan Standarisasi Nasional. (2008). Tata Cara Perencanaan dan Pelaksanaan Bangunan Gedung Menggunakan Panel Jaring Kawat Baja Tiga Dimensi (PJKB-3D) Las Pabrikan, SNI 7392.2008, Bandung: Departemen Permukiman dan Prasarana Wilayah.

Badan Standarisasi Nasional. (2002). Tata Cara Perhitungan Struktur Beton, SNI 03-28467-2002, Bandung: Departemen Permukiman dan Prasarana Wilayah.

Cormack, J. C. (2004). Desain Beton Bertulang. Jakarta: Erlangga.

Hasooun, M. N., & Manaseer, A. A. (2005). Structure Concrete Theory and Design, Canada: John Wiley & Sons Inc.

Nawy, E. G. (2005). Reinforced Concrete a Fundamental Approach. New Jersey: Pearson Education Inc.

Nilson, A. H., Darwin, D., & Dolan, C. W. (2003). Design of Concrete Structures, New York: Mc Graw Hill.

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Published

2010-12-01

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Articles
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