PRIYONO, PUJO (2020) (Peer Review + Similarity + Document) STUDI KUAT PENAMPANG ABUTMEN BETON BERTULANG DENGAN MUKA PENAMPANG YANG MIRING HORIZONTAL. JALAN TOL PANDAAN – MALANG JAWA TIMUR. Universitas Muhammadiyah Jember, Universitas Muhammadiyah Jember.
![[img]](http://repository.unmuhjember.ac.id/style/images/fileicons/text.png) |
Text
5. STUDI KUAT PENAMPANG ABUTMEN BETON BERTULANG DENGAN MUKA PENAMPANG YANG MIRING HORIZONTAL. JALAN TOL PANDAAN – MALANG JAWA TIMUR.pdf Download (961kB) |
|
Text
5 Peer Review.pdf Download (2MB) |
|
Text
5 Plagiasi STUDI KUAT PENAMPANG ABUTMEN BETON BERTULANG.pdf Download (1MB) |
Abstract
One important element in the bridge is located on the abutments of the bridge, where the abutments carry the load at the top of the bridge that is planned to use the crosssection of reinforced concrete the field of contact oblique to the horizontal that the results obtained from the safe with the range of variation of slope on cross-section is in particular on the bridge Pandaan-Malang. With different angles of inclination which varies, for a slope of 0 degrees can be concluded controlled press, while for a slope of 15 degrees can be concluded controlled press for a reinforcement ratio of 0.00 and 0.25 while for a reinforcement ratio of 0.5 and 0.75 restrained tensile den with a slope of 40 degrees can be concluded controlled press. For the existing condition of his own who were in the field with a slope of 10 degrees the reinforcement ratio of 0.75 can be simpilkan controlled pull.
| Item Type: | Peer Review |
|---|---|
| Subjects: | 600 Technology and Applied Science > 620 Engineering > 624 Civil Engineering |
| Divisions: | Faculty of Engineering > Department of Civil Engineering (S1) |
| Depositing User: | Novan Agung |
| Contact Email Address: | pujopriyono@unmuhjember.ac.id |
| Date Deposited: | 17 Apr 2021 01:35 |
| Last Modified: | 17 Apr 2021 01:35 |
| URI: | http://repository.unmuhjember.ac.id/id/eprint/9442 |
Actions (login required)
 |
View Item |