Claim Missing Document
Check
Articles

Found 2 Documents
Search
Journal : JURNAL AGRI-TEK

Studi Perbandingan Analisis Gaya Gempa Terhadap Struktur Gedung Di Kota Madiun Berdasar SNI 1726 2002 dan RSNI 201X Kholilur Rohman, Rosyid
JURNAL AGRI-TEK Vol 15, No 1 (2014): JURNAL AGRI-TEK
Publisher : JURNAL AGRI-TEK

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (495.938 KB)

Abstract

Planning a building should refer to regulations on the procedures and rules that apply. It's been done socializing RSNI-03-1726-201X which regulates Standar Perencanaan Ketahanan Gempa untuk Struktur Bangunan Gedung as substitution to SNI-03-1726-2002. The implications of new standart for building need to be done for research. In this study, made building structure model 5 floors with a size 24 x 24 m2. The location of the building in Madiun city and its function as an office. The structure is analyzed with SNI 03-1726-2002 and RSNI-03-1726-201X so that known changes of earthquake load value, distribution of earthquake load on each level, internal force and displacement. Analysis of the structure used ETABS version 9. Results of the analysis shown that earthquake load according to SNI 1726 201X bigger around 27.5% and the distribution of load more bigger on each floor. Internal forces more bigger around 27,67 % in column structure and more bigger 28,56 % on beam structure. Displacement of structure more bigger about 27,99– 30,92 %.Keywords : earthquake load, analysis of structure, internal force, dispalcement
Evaluasi Kekuatan Struktur Atas Gedung SD Madiun Lor 3 Kota Madiun Kholilur Rohman, Rosyid; Rochidajah, Rochidajah
JURNAL AGRI-TEK Vol 16, No 1 (2015): JURNAL AGRI-TEK
Publisher : JURNAL AGRI-TEK

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (369.444 KB)

Abstract

Madiun Lor 3 Elementary school building located at Yos Sudarso street in Madiun city. Early this building constructed one floor. Then to fulfil need of classroom planned this building 2 floor. In the process of construction there is doubt in strength of structure. This research focused to evaluation of slab, beam and column based on SNI 2847 2002. Hammer test was be done to slab, beam and column. Field observation result show quality of concrete fc’16 MPa. Steel quality assumed fy 240 MPa. Analysis result indicated that slab structure was strong enough, beam and column structure were strong enough either.Keyword : hammer test, slab, beam, column