Analisis Momen Lentur Balok Beton Bertulang Menggunakan Tulangan Bambu Setengah Lingkaran

Angsari, Deta Dafit and , Ir. Aliem Sudjatmiko, M. T. (2019) Analisis Momen Lentur Balok Beton Bertulang Menggunakan Tulangan Bambu Setengah Lingkaran. Skripsi thesis, Universitas Muhammadiyah Surakarta.

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Abstract

In this era, a building that has already been built is often found, then a change in the building or function of the finished building occurs. The problem that arises is that the existing structure is not able to withstand greater loads. Therefore it is necessary to add material to increase the strength of the structure, in this case emphasized the reinforcement of reinforced concrete structures. In this study, bamboo was chosen for the addition of reinforced concrete. Bamboo is a material that has easy-to-obtain properties, is cheaper and has a longer size with strength that can guarantee the durability of the buffer. Therefore, the more material variations in reinforced concrete beams are developed, the addition of flexural reinforced concrete beams with the addition of bamboo is placed on reinforced concrete beam reinforcement. This study aims to find out how big the addition of flexural reinforcement of bamboo reinforced concrete beams. Tests carried out include: bending test of reinforced concrete beams. The results of this study were that the addition of bamboo to reinforced concrete beams was able to withstand loads reaching an average total initial crack of 4.808 MPa. And the results of the experimental stiffness analysis total average bending strength reached 6.034 Mpa.

Item Type:	Karya ilmiah (Skripsi)
Uncontrolled Keywords:	concrete blocks, bamboo, flexural strength.
Subjects:	T Technology > TA Engineering (General). Civil engineering (General)
Divisions:	Fakultas Teknik > Teknik Sipil
Depositing User:	DETA DAFIT ANGSARI
Date Deposited:	20 May 2019 04:39
Last Modified:	20 May 2019 04:39
URI:	http://eprints.ums.ac.id/id/eprint/73666

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