CONFERENCE PROCEEDINGS
4th INTERNATIONAL CONFERENCE
CONTEMPORARY ACHIEVEMENTS IN CIVIL ENGINEERING 2016 , 2016.y., pp. 611-621
COMMENT TO ECCENTRIC LOADED FOUNDATION ANALYSIS OF STEEL TOWER – PART 1| |
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| DOI: 10.14415/konferencijaGFS 2016.062 |
| UDC: 624.151 |
| CC-BY-SA 4.0 license |
| Author : D. Petković, Mirko |
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| | Summary: |
| | By the rapid development of telecommunication systems, came the need to
build as many types of steel towers and supporting structures. In this way some
professional questions in designing of steel structures and eccentric loaded foundations
are actualized in the field of new market requirements, which place business and profits
above the legal professionalism and quality of solutions.
In the paper is considered one part of these problems, observed from the closelyprofessional point of view, which is related to the estimation of stresses in soil and
settlement under the centric and eccentric loaded foundation of steel towers. |
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| | Keywords: |
| | Steel tower, shallow foundations, bearing capacity, settlement, good praxis |
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