Prasetyo, Bagas (2023) Pengaruh Penambahan Baut Drilling Screw Sebagai Penyedia Geser Pada Balok Beton Yang Menggunakan Baja Ringan Sebagai Tulangan Tarik. Diploma thesis, Politeknik Negeri Bengkalis.
|
Text (Abstract)
TA_4103201324_ABSTRACT ENGLISH.pdf - Submitted Version Available under License Creative Commons Attribution Share Alike. Download (7kB) | Preview |
|
|
Text (Bab I Pendahuluan)
TA_4103201324_BAB I PENDAHULUAN.pdf - Submitted Version Available under License Creative Commons Attribution Share Alike. Download (115kB) | Preview |
|
|
Text (Daftar Pustaka)
TA_4103201324_DAFTAR PUSTAKA.pdf - Submitted Version Available under License Creative Commons Attribution Share Alike. Download (63kB) | Preview |
|
![[img]](http://eprints.polbeng.ac.id/style/images/fileicons/text.png) |
Text (Full Text)
TA_4103201324_Full Text.pdf - Submitted Version Restricted to Registered users only Available under License Creative Commons Attribution Share Alike. Download (2MB) |
Abstract
This study aims to find out how much the increase in bending load capacity occurs in beams added with shear providers by using bolts as flexural reinforcement and also to determine the increase in bending load capacity of beams from experimental results compared to theoretical results and to find out the cracks that occur based on the type of failure. on the beam. The flexural test is carried out by applying a one-point load at the center of the span of the beam with a spacing of 1.1 mm between the supports. The beam test specimens were made with a size of 0.15 x 0.25 x 1.3 mm and mild steel plate models were made with a size of 2 x 50 x 0.7 mm in the tensile section of the beam and the number of shear providers in the form of bolts was used as many as 16 pieces. From the experimental results, the maximum load value for the flexural strength of the control beam is PBKL 24.73 kN with a deflection of 12.82 mm and for beams with the addition of shear providers in the form of bolts, the PBB is 42.93 kN with a deflection of 5.2 mm. This shows that the addition of bolts as shear providers can increase the bending capacity of 73.59. When compared with the theoretical increase, this increased by 92.17%.
| Item Type: | Thesis (Diploma) | ||||||||
|---|---|---|---|---|---|---|---|---|---|
| Contributors: |
|
||||||||
| Uncontrolled Keywords: | Pengujian Lentur, Baja Ringan, Penyedia Geser/Baut, Balok Beton Bertulang. | ||||||||
| Subjects: | 410 ILMU TEKNIK > 420 TEKNIK SIPIL DAN PERENCANAAN TATA RUANG > 421 Teknik Sipil | ||||||||
| Divisions: | Jurusan Teknik Sipil > Diploma Tiga Teknik Sipil > TUGAS AKHIR | ||||||||
| Depositing User: | Teknik Sipil D3 | ||||||||
| Date Deposited: | 29 Aug 2023 21:52 | ||||||||
| Last Modified: | 29 Aug 2023 21:52 | ||||||||
| URI: | http://eprints.polbeng.ac.id/id/eprint/10174 |
Actions (login required)
 |
View Item |
