Zulfikriansyah, Muhammad and , Ir. Ali Asroni, MT (2020) Kajian Dimensi dan Penulangan Portal As-D Gedung Rumah Sakit Gigi dan Mulut dengan Sistem Rangka Pemikul Momen Khusus (SRPMK). Skripsi thesis, Universitas Muhammadiyah Surakarta.
PDF (Naskah Publikasi)
Naskah Publikasi-10.pdf Download (563kB) |
|
PDF (Halaman Depan)
Halaman Depan.pdf Download (1MB) |
|
PDF (Bab I)
BAB I.pdf Download (134kB) |
|
PDF (Bab II)
BAB II.pdf Restricted to Repository staff only Download (257kB) | Request a copy |
|
PDF (Bab III)
BAB III.pdf Restricted to Repository staff only Download (315kB) | Request a copy |
|
PDF (Bab IV)
BAB IV.pdf Restricted to Repository staff only Download (102kB) | Request a copy |
|
PDF (Bab V)
BAB V.pdf Restricted to Repository staff only Download (4MB) | Request a copy |
|
PDF (Bab VI)
BAB VI.pdf Restricted to Repository staff only Download (316kB) | Request a copy |
|
PDF (Bab VII)
BAB VII.pdf Restricted to Repository staff only Download (128kB) | Request a copy |
|
PDF (Bab VIII)
BAB VIII.pdf Restricted to Repository staff only Download (41kB) | Request a copy |
|
PDF (Daftar Pustaka)
Daftar Pustaka.pdf Download (88kB) |
|
PDF (Lampiran)
Lampiran.pdf Restricted to Repository staff only Download (4MB) | Request a copy |
|
PDF (Surat Pernyataan Publikasi)
Surat Pernyataan Publikasi Ilmiah.pdf Restricted to Repository staff only Download (236kB) | Request a copy |
Abstract
Surkarta city or Solo city is one of city located in the central of java. Solo city being one a city of central education and health. In improving dedication and health services the University Muhammadiyah of Surakarta (UMS) build dental hospitals which is located in Slamet Riyadi street. The purpose of this research is to know the volume of concrete and heavy reinforcement of Portal As-D the dentals hospital 10 floor with use of a special moment frame system bearers (SRPMK), and to know the appeal volume concrete and heavy reinforcement between the Portal As-D and portal original. The building located in Surakarta, Central of Java ground sites with SD category (medium ground), earthquake resistant building with response modification factor (R) by virtue of building factor 8, Ie with a value of 1.25. The quality of concrete used f'c 25 MPa, as well as longitudinal reinforcement fy = 400 MPa and shear reinforcement (begel) fyt = 240 MPa. In these research using SAP2000 program to aid calculation of structure and analysis program AutoCad for the depiction of the details of the structure of the building. The results of this research get of beams with dimensions 400/600 mm, 300/500 mm, 250/450 mm and with D22 longitudinal reinforcement and shear reinforcement ∅12. Column retrieved with dimensions 600/600 mm and longitudinal reinforcement with D25 and reinforcement bores ∅12. Base on the results of dimensions and reinforcement comparison between reinforcement and concrete needs of data control results with data obtained in the field, concrete needs of 83.160 m3 or comparison of 0.745 < 1 and needs reinforcement 25.859 tonnes or comparison of 1.685 > 1. It shows the volume of concrete more efficient when compared with the field, while the reinforcement needs from the control compared more wasteful then portal original.
Item Type: | Karya ilmiah (Skripsi) |
---|---|
Uncontrolled Keywords: | dimensi dan penulangan, gedung, kontrol ulang, portal 2D, SAP 2000, SRPMK |
Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
Divisions: | Fakultas Teknik > Teknik Sipil |
Depositing User: | MUHAMMAD ZULFIKRIANSYAH |
Date Deposited: | 01 Oct 2020 03:16 |
Last Modified: | 01 Oct 2020 03:16 |
URI: | http://eprints.ums.ac.id/id/eprint/86083 |
Actions (login required)
View Item |