A platform for research: civil engineering, architecture and urbanism
Pengujian Kapasitas Lentur dan Kapasitas Tumpu Konstruksi Dinding Alternatif Berbahan Dasar Epoxy Polystyrene (EPS)
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.
Pengujian Kapasitas Lentur dan Kapasitas Tumpu Konstruksi Dinding Alternatif Berbahan Dasar Epoxy Polystyrene (EPS)
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.
Pengujian Kapasitas Lentur dan Kapasitas Tumpu Konstruksi Dinding Alternatif Berbahan Dasar Epoxy Polystyrene (EPS)
Agus Setiawan (author)
2010
Article (Journal)
Electronic Resource
Unknown
Metadata by DOAJ is licensed under CC BY-SA 1.0
Analisis Kapasitas Seismik Gedung Eksisting Beton Bertulang Dengan Dinding Bata
DOAJ | 2024
|PENGARUH PENAMBAHAN SERAT ROVING TERHADAP KAPASITAS LENTUR BALOK BETON BERTULANG
BASE | 2012
|