Analisa Kekuatan Struktur Bambu Pada Pembangunan Entry Building Green School Ubud

Ariana Damara Putra, I Nengah and Sinarta, I Nengah and Yasa Bagiarta, I Ketut (2020) Analisa Kekuatan Struktur Bambu Pada Pembangunan Entry Building Green School Ubud. Ukarst : Universitas Kadiri Riset Teknik Sipil, 4 (1). pp. 39-53. ISSN 2581 - 0855

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Abstract

Bamboo has 1.000-4.000 kg/cm2 tensile strength, so it becomes a substitute for reinforced concrete steel reinforcement. Makes bamboo has the potential to continue to be developed as a construction material not only for simple buildings but for more complex buildings. The elastic nature of bamboo, the bamboo structure has a high resistance to both wind and earthquake, where the MOE (Modulus of Elasticity) of 178.758 kg/cm2, MOR (Modulus of Rupture) of 886 kg/cm2, and compressive strength of 347 kg of fiber parallel on cm2. Analysis using SNI 1727-2013 for loading, SNI 1726-2012 for earthquake loading. Modeling and analysis of internal forces on structures using the software Sap2000 ver.15. The results of the upper structure of the dimensions of the bamboo frame diameter 120 mm and bamboo rafts diameter 80 mm. The superstructure on the bamboo column diameter 150 mm and bamboo beam diameter 150 mm. Planning bamboo plates with diameter 80 mm. Substructure with concrete material the size of the footing 0.8 m x 0.8 m and 1.2 m x 1.2 m for anchor planning using bolt dimensions 12.7 mm with the number of bolts as many as two pieces.

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