Pengujian Balok Tinggi Menggunakan Satu Titik Beban Dengan Variasi Arah Sengkang Terhadap Kekakuan Geser dan Lentur Balok

HADIANTO, ALDIAR (2006) Pengujian Balok Tinggi Menggunakan Satu Titik Beban Dengan Variasi Arah Sengkang Terhadap Kekakuan Geser dan Lentur Balok. Other thesis, University of Muhammadiyah Malang.

[img]
Preview
Text
Pengujian_Balok_Tinggi_Menggunakan_Satu_Titik_BebanDengan_Variasi_Arah_Sengkang_Terhadap_KekakuanGeser_dan_Lentur_Balok.pdf

Download (108kB) | Preview

Abstract

High beam is a structural element that has such a burden on ordinary beam, but have comparative figures for high / wide big. Use high beams on construction more widely used, but its use was limited to meet the aesthetic desires and designed only to use only minimum reinforcement for flexural reinforcement and the reinforcement of existing high beam geser.Penggunaan has not touched on the functions and roles of these beams, for example there is a column carrying beam while the beam above it functioned more as a beam terlentur, not as beams are enabled to receive a large shear loads. These are actually want to be explored further in this study, so use high beams right - right to an optimal and efficient and appropriate use. Magnitude - basaran such as beam stiffness, and ultimate ability to block the beam displacement will be a measure to express the high beams are designed quite safe with the parameters - the parameters given as shear reinforcement is sufficient, the proper dimensions and loading the appropriate. This high-beam experiments using a variety of reinforcement, shear reinforcement variation observed among other high beams with shear reinforcement is tilted, the vertical shear reinforcement, as well as combinations of vertical and horizontal shear reinforcement. The block-sized samples used (130 x 450 x 1500) mm by 5 blocks. Tests with a single point load right in the middle span (1 / 2 L) From the test results, high beams using transverse oblique, bending rigidity can be increased, when compared with that given the cross bar vertical beam just an increase of 28%. Largest shear stiffness in the beam with a given vertical stirrup reinforcement for (BT-SV2) that is equal to 4596 kg / mm. At a given transverse beam tilt and reinforcement for (BT-BT-SM0 and SM1), there was the largest diagonal cracking load of 11,200 kg and 11,100 kg of which nearly approached the ultimate load beam.

Item Type: Thesis (Other)
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Faculty of Engineering > Department of Civil Engineering
Depositing User: Rayi Tegar Pamungkas
Date Deposited: 06 Jul 2012 02:53
Last Modified: 06 Jul 2012 02:53
URI: http://eprints.umm.ac.id/id/eprint/11216

Actions (login required)

View Item View Item