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Journal : MEKTEK

KAJIAN KOMPERATIF LOKASI TUMBUH TERHADAP PROPERTIS BAMBU Oka, Gusti Made
MEKTEK Vol 11, No 3 (2009)
Publisher : MEKTEK

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Abstract

Bamboo use in civil engineering building has shown increasing demand whetter for in structural or non structural means. On the other hand, bamboo has not been optimally exploted althougth research results have shown that bamboo has strength and better performance compared to other building materials. This research was aimed to reveat the physical and mechanical properties bamboo. Preliminary research was made the physical and mechanical properties specimen bamboo, which following the ISO 1329-1975 standard test method. The result experiment showed that bamboo specific gravity 0,745 gr/cm3 of mainland area and 0,614 gr/cm3 for mountain area. The result experiment showed that bamboo mechanical properties of strength maindland area better mountain area
CARA PENENTUAN KELAS KUAT ACUAN BAMBU PETUNG Oka, Gusti Made
MEKTEK Vol 7, No 2 (2005)
Publisher : MEKTEK

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (320.31 KB)

Abstract

Wood use in civil buildings has shown increasing demand whether for structural or non structural means. The demand itself can not be fulfilled because on the lack of lumber woods in large diameter. On the other hand, bamboo has not been optimally exploted althougth research results have shown that bamboo has strength and better performance compared to other building materials. This research was aimed to reveal the physical and mechanical properties of bamboo Petung. Preliminary research was made the physical and mechanical properties specimens bamboo Petung, which following the ISO 3129-197 standard test method. The result experiment showed that bamboo modulus of elasticity (MOE) obtained was 13257.65 MPa, therefore could be classified as strength class E13. The result of mechanical way test showed that modulus of rapture(MOR), the tensile strength, compression strength parallel, compression strength upright, the shear strength were 29 MPa, 27 MPa, 33 MPa, 11 MPa and 5 MPa