PERENCANAAN BANGUNAN GEDUNG PESANTREN RUBATH AL MUHIBBIN PALEMBANG
| Main Authors: | BELLA, CHARISTI MARDA, HAKIKI, RACHMAT |
|---|---|
| Format: | Thesis NonPeerReviewed Book |
| Bahasa: | eng |
| Terbitan: |
, 2016
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| Subjects: | |
| Online Access: |
http://eprints.polsri.ac.id/3420/1/-%20COVER.pdf http://eprints.polsri.ac.id/3420/2/BAB%20I.pdf http://eprints.polsri.ac.id/3420/3/BAB%20II.pdf http://eprints.polsri.ac.id/3420/4/BAB%20III.pdf http://eprints.polsri.ac.id/3420/5/BAB%20IV%20.pdf http://eprints.polsri.ac.id/3420/6/BAB%20V%20.pdf http://eprints.polsri.ac.id/3420/7/DAFTAR%20PUSTAKA.pdf http://eprints.polsri.ac.id/3420/8/LAMPIRAN.pdf http://eprints.polsri.ac.id/3420/ |
Daftar Isi:
- The purpose of the planning Building Pesantren Rubath Al Muhibbin Palembang is generating the structural design of buildings of reinforced concrete that is rational and truss with the requirements of security structures based on SNI 03-2847 - 2002 & ISO 03-1729 - 2002 Expenses - expenses are reviewed for planning refers to Indonesian Loading Regulation for the building in 1983 and for the analysis of author's calculations using the methods, including: Structural Concrete Reinforced by Istimawan Dipohusodo, Planning Basics Reinforced by WC Vis and Gideon Kusuma, Planning Steel structures with method LRFD by Agus Setiawan and foundation Pole stake Volume I by Sardjono, HS. Building Rubath Pesantren Al Muhibbin Palembang is a building consisting of three floors with the use of reinforced concrete structures using the material specifications concrete quality f'c 30 MPa, 240 MPa steel quality fy Analysis of the structure using the program SAP 2000 version 14 for the results of the field moments (M) , normal (N), the shear force (D) and axial against its own weight and live load. then do the calculations on the structure of the plate, beams, columns, and foundation with manual analysis. In this report also calculates the budget plan and the timing of implementation..