TY  - THES
UR  - http://eprints.uny.ac.id/1270/
N2  - This study aims to determine the bearing capacity of foundation soil that occurs in
floot plate, knowing the decline of the foundation plate floot, can analyze the structure of a
good foundation floot plate and check to see if the foundation is secure against sliding due to
verticalforce.
In this study data that includes data required land development project faculty athletic
academic services building, State University of Yogyakarta and technical data. Methods used
to process existing data using a formula that is based on tests sondir equation for the analysis
of soil bearing capacity, using the planning guidelines for homes and buildings homes (SNI
1727-1989F).
Based on the analysis of the foundations of the pressure foot plate can be concluded
on the basis of the foundation (? max) of 226,848 kN/mē and a license bearing capacity (?a)
at 284,16 kN/m2. Analysis of the foundation foot plate at a depth of 3,1 m, dimensions of 1,7
m x 1,7 foot plates m to load: 1514,223 kN, thick soles (d): 0.3185 m, obtained reinforcement
plate toward the palm D 13-125 the x-axis and D 13-125 y-axis direction. Immediate
reduction in total that occurred at C13 joint sole foundation of the building construction
project of Academic Services UNY FIK is a decrease due to the construction site is located
immediately sandy soil region. Immediate reduction in the analysis process using
Schmertmann (1970) with the immediate reduction of 6,95. Based on the above analysis that
there was a decrease immediately eligible Si total where large < 25 mm.
Keyword : foot plate foundation, analysis, decreased immediately
M1  - skripsi
TI  - ANALYSIS OF FOOT PLATE FOUNDATION IN BUILDING ACADEMIC SERVICES SPORTS SCIENCE FACULTY YOGYAKARTA STATE UNIVERSITY
PB  - UNY
A1  - Sudiharjo
AV  - public
ID  - UNY1270
Y1  - 2012/04/23/
ER  -