PSI - Issue 33

Anas Ibraheem et al. / Procedia Structural Integrity 33 (2021) 942–953 Anas Ibraheem, Yulia Pronina / Structural Integrity Procedia 00 (2019) 000–000

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Fig. 8. The new form of footings locations and dimensions at the base of the building.

Fig. 9. Comparison between the bending moment diagrams for the new form of footing’s distribution and dimensions.

6. Conclusion This work introduces a workable software for three dimensional structural analysis and design of structures. The program performs the analysis of the foundation–soil interaction problem in two ways: