<abstract xmlns="http://www.w3.org/1999/xhtml"><p>In this work considerations concerning eccentrically loaded socket footing with cut-off pyramid shaped socket were presented. As an object of study sloped footing with 1.40 m height, corresponding to the maximum frost depth has been adopted. Knowing that in practice there are no perfect pure axial loads, load applied on the eccentricity has been taken into considerations. Eccentric loads result in footing rotation in the direction of eccentricity and acting load, hence one footing end is imbedding into the ground, whereas second end tries to rise up. To observe that phenomenon, elastic type of support under the foundation was introduced corresponding to the naturally humid sand with medium compaction. Presented in this paper considerations of innovative connection technology between footing and column were based on performed numerical studies. Advantages and disadvantages of presented footing in comparison to normal socket footings solutions were widely discussed. Numerical analyses were performed with the utilization Finite Element Method based SolidWorks software.</p></abstract>

In this work considerations concerning eccentrically loaded socket footing with cut-off pyramid shaped socket were presented. As an object of study sloped footing with 1.40 m height, corresponding to the maximum frost depth has been adopted. Knowing that in practice there are no perfect pure axial loads, load applied on the eccentricity has been taken into considerations. Eccentric loads result in footing rotation in the direction of eccentricity and acting load, hence one footing end is imbedding into the ground, whereas second end tries to rise up. To observe that phenomenon, elastic type of support under the foundation was introduced corresponding to the naturally humid sand with medium compaction. Presented in this paper considerations of innovative connection technology between footing and column were based on performed numerical studies. Advantages and disadvantages of presented footing in comparison to normal socket footings solutions were widely discussed. Numerical analyses were performed with the utilization Finite Element Method based SolidWorks software.

On the Eccentrically Loaded Socket Footings With Cut - Off Pyramid Shaped Socket

Civil and Environmental Engineering

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

{"article-title":"On the Eccentrically Loaded Socket Footings With Cut - Off Pyramid Shaped Socket"}

In this work considerations concerning eccentrically loaded socket footing with cut-off pyramid shaped socket were presented. As an object of study sloped...

On the Eccentrically Loaded Socket Footings With Cut - Off Pyramid Shaped Socket

Published Online: Jun 22, 2019

Page range: 58 - 69

DOI: https://doi.org/10.2478/cee-2019-0009

Keywords
Socked footing, FEM, Eccentric load, Mises stress

© 2019 Maciej Major et al., published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

On the Eccentrically Loaded Socket Footings With Cut - Off Pyramid Shaped Socket

Published Online: Jun 22, 2019

Page range: 58 - 69

DOI: https://doi.org/10.2478/cee-2019-0009

KeywordsSocked footing, FEM, Eccentric load, Mises stress

© 2019 Maciej Major et al., published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

Keywords
Socked footing, FEM, Eccentric load, Mises stress