ANALISIS DAN PENGUJIAN KEKUATAN KUDA-KUDA BAJA RINGAN PROFIL TIPE C DENGAN BEBAN STATIK
Demand of houses as the main component of society need increases. It gives impact on the increasing of wood demand as one of building materials. The decreasing of wood availibility causes the wood cost that is more expensive. One alternative solution is creating materials that can replace the functi...
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| Format: | Thesis |
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[Yogyakarta] : Universitas Gadjah Mada
2013
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| _version_ | 1826046531177807872 |
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| author | , DAYANG EKI YANWARI , Prof. Ir. Bambang Suhendro, M.Sc., Ph.D. |
| author_facet | , DAYANG EKI YANWARI , Prof. Ir. Bambang Suhendro, M.Sc., Ph.D. |
| author_sort | , DAYANG EKI YANWARI |
| collection | UGM |
| description | Demand of houses as the main component of society need increases. It gives impact on the increasing of wood demand as one of building materials. The decreasing of wood availibility causes the wood cost that is more expensive. One alternative solution is creating materials that can replace the function of wood. One of them is mild steel, that can be used for trusses. After the 2006 earthquake in Yogyakarta, lots of constructions with mild steel truss had damaged, especially that used ceramic tiles.
If compared with wood material, mild steel is easier to be used and saves construction time. Nevertheless, using ceramic tile on mild steel truss is still regarded unappropriate and need of further study.
The research was conducted experimentally to two truss specimens of mild steel with different spans, which were 6 m and 8 m, respectively and used ceramic tiles whose weight was 43.4 kg/m2 as dead load. This weight was heavier than concrete tiles with weight of 40 kg/m2. The experimental testing of the truss was done by applying static load with gradual loading. As verification, a global analysis of Finite Element Method using SAP 2000 computer program was done upon the truss and the failure criteria of Von-Mises was adopted.
The test result on the 6 m span truss specimen is described as follows. The maximumload planned was 343% from the total weight of the truss roof-tile with space of 1.2 m and was fulfilled. On the other hand, on the 8 m span specimen there was damage while increasing the sand load up to about 180% of roof-tile total load. It was due to the mistake in mounting bolts onto the pedestal of one of the easels. The displacement of LVDT 1 on the middle span when the maximum load for the 8 m span specimen was 16.25 mm from the result of experiment and 2.476 mm from the result of FEM analysis.Meanwhile, for 6 m span truss it was 9.55 mm from the result
of experiment and 3.513 mm from the result of FEM analysis. The result of FEM analysis and failure theory of Von-Mises on the detail analysis of one of pedestals showed that there was failure in some areas which agree well with the result of experiment. |
| first_indexed | 2024-03-13T22:54:29Z |
| format | Thesis |
| id | oai:generic.eprints.org:120975 |
| institution | Universiti Gadjah Mada |
| last_indexed | 2024-03-13T22:54:29Z |
| publishDate | 2013 |
| publisher | [Yogyakarta] : Universitas Gadjah Mada |
| record_format | dspace |
| spelling | oai:generic.eprints.org:1209752016-03-04T08:29:35Z https://repository.ugm.ac.id/120975/ ANALISIS DAN PENGUJIAN KEKUATAN KUDA-KUDA BAJA RINGAN PROFIL TIPE C DENGAN BEBAN STATIK , DAYANG EKI YANWARI , Prof. Ir. Bambang Suhendro, M.Sc., Ph.D. ETD Demand of houses as the main component of society need increases. It gives impact on the increasing of wood demand as one of building materials. The decreasing of wood availibility causes the wood cost that is more expensive. One alternative solution is creating materials that can replace the function of wood. One of them is mild steel, that can be used for trusses. After the 2006 earthquake in Yogyakarta, lots of constructions with mild steel truss had damaged, especially that used ceramic tiles. If compared with wood material, mild steel is easier to be used and saves construction time. Nevertheless, using ceramic tile on mild steel truss is still regarded unappropriate and need of further study. The research was conducted experimentally to two truss specimens of mild steel with different spans, which were 6 m and 8 m, respectively and used ceramic tiles whose weight was 43.4 kg/m2 as dead load. This weight was heavier than concrete tiles with weight of 40 kg/m2. The experimental testing of the truss was done by applying static load with gradual loading. As verification, a global analysis of Finite Element Method using SAP 2000 computer program was done upon the truss and the failure criteria of Von-Mises was adopted. The test result on the 6 m span truss specimen is described as follows. The maximumload planned was 343% from the total weight of the truss roof-tile with space of 1.2 m and was fulfilled. On the other hand, on the 8 m span specimen there was damage while increasing the sand load up to about 180% of roof-tile total load. It was due to the mistake in mounting bolts onto the pedestal of one of the easels. The displacement of LVDT 1 on the middle span when the maximum load for the 8 m span specimen was 16.25 mm from the result of experiment and 2.476 mm from the result of FEM analysis.Meanwhile, for 6 m span truss it was 9.55 mm from the result of experiment and 3.513 mm from the result of FEM analysis. The result of FEM analysis and failure theory of Von-Mises on the detail analysis of one of pedestals showed that there was failure in some areas which agree well with the result of experiment. [Yogyakarta] : Universitas Gadjah Mada 2013 Thesis NonPeerReviewed , DAYANG EKI YANWARI and , Prof. Ir. Bambang Suhendro, M.Sc., Ph.D. (2013) ANALISIS DAN PENGUJIAN KEKUATAN KUDA-KUDA BAJA RINGAN PROFIL TIPE C DENGAN BEBAN STATIK. UNSPECIFIED thesis, UNSPECIFIED. http://etd.ugm.ac.id/index.php?mod=penelitian_detail&sub=PenelitianDetail&act=view&typ=html&buku_id=61013 |
| spellingShingle | ETD , DAYANG EKI YANWARI , Prof. Ir. Bambang Suhendro, M.Sc., Ph.D. ANALISIS DAN PENGUJIAN KEKUATAN KUDA-KUDA BAJA RINGAN PROFIL TIPE C DENGAN BEBAN STATIK |
| title | ANALISIS DAN PENGUJIAN KEKUATAN KUDA-KUDA BAJA RINGAN PROFIL TIPE C DENGAN BEBAN STATIK |
| title_full | ANALISIS DAN PENGUJIAN KEKUATAN KUDA-KUDA BAJA RINGAN PROFIL TIPE C DENGAN BEBAN STATIK |
| title_fullStr | ANALISIS DAN PENGUJIAN KEKUATAN KUDA-KUDA BAJA RINGAN PROFIL TIPE C DENGAN BEBAN STATIK |
| title_full_unstemmed | ANALISIS DAN PENGUJIAN KEKUATAN KUDA-KUDA BAJA RINGAN PROFIL TIPE C DENGAN BEBAN STATIK |
| title_short | ANALISIS DAN PENGUJIAN KEKUATAN KUDA-KUDA BAJA RINGAN PROFIL TIPE C DENGAN BEBAN STATIK |
| title_sort | analisis dan pengujian kekuatan kuda kuda baja ringan profil tipe c dengan beban statik |
| topic | ETD |
| work_keys_str_mv | AT dayangekiyanwari analisisdanpengujiankekuatankudakudabajaringanprofiltipecdenganbebanstatik AT profirbambangsuhendromscphd analisisdanpengujiankekuatankudakudabajaringanprofiltipecdenganbebanstatik |