Andi Pebriansyah, Andi Pebriansyah (2011) DESIGNING AND ANALYSIS OF REINFORCED CONCRETE COLUMNS FOR CIRCULAR SHAPE SECTIONAL USING MN INTERACTION GRAPH BASED ON SNI 0328472002. UNY.

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DESIGNING_AND_ANALYSIS_OF_REINFORCED_CONCRETE_COLUMNS_FOR_CIRCULAR_SHAPE_SECTIONAL_USING_MN_INTERACTION_GRAPH_BASED_ON_SNI_0328472002.pdf Download (95kB)  Preview 
Abstract
MN Interaction graph can be used for design and analysis of reinforced concrete columns of circular sectional shape. This final project developed MN Interaction graph for reinforced concrete columns circular shape based on SNI 0328472002 about the design and analysis of code of building structures. The MN Interaction graph of f’c 17,5 MPa to 35 MPa and fy 400 MPa can be used to compare the steps manual count for the calculation of design and analysis of reinforsed concrete. This final project was developed a graphical metoded of MN interaction using MSExcel 2007. The result shows that the MN Interaction graph for concrete compressive strength of 17,5 MPa; 20 MPa; 22,5 MPa; 25 MPa; 27,5 MPa; 30 MPa; 32,5 MPa; 35 MPa, and the yied strength of rebar (fy) 400 MPa and the rasio of D h , γ from 0,5; 0,55; 0,6; 0,65; 0,7; 0,75; 0,8; 0,85. Based on the case of the calculation to design and analysis of reinforced concrete columns of circular shape sectional using MN Interaction graph show a little difference. The difference in the calculation design and analysis of axial load design φPR around 5%, and the difference in the calculation of design and analysis of flexure momen MR of about 4%. Key Word : Design, Analysis, Columns, Circular, Graph, Interaction, Momen, Axial.
Item Type:  Other 

Subjects:  Teknik & Teknologi > Teknik Sipil dan Perencanaan 
Divisions:  Fakultas Teknik > Jurusan Teknik Sipil dan Perencanaan > S1 Pendidikan Teknik Sipil dan Perencanaan 
Depositing User:  Eprints 
Date Deposited:  25 Jun 2012 03:50 
Last Modified:  25 Jun 2012 03:50 
URI:  http://eprints.uny.ac.id/id/eprint/784 
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