All of the required steps and details of all geometric and design checks according to the AISC design codes are included in appendices. Additionally, the FEA results from the IDEA StatiCa were compared with those from ABAQUS. Then, the results were compared with the IDEA StatiCa predictions. building codes for each base model and its ten variations.
#Aisc 14th edition bolt tearout code
The code design checks and calculations were performed according to the U.S. In Chapters 1–3, an experimentally validated connection design was chosen from the literature for each connection type as a base model.
#Aisc 14th edition bolt tearout manual
The beam-column joint response obtained from the IDEA StatiCa software is then compared with the design calculations performed following the requirements of the AISC 360, Specification for Structural Steel Building (2016), and AISC Steel Construction Manual (2017) codes.
The overarching objective of this report is to evaluate the FEA results obtained from the IDEA StatiCa software package for three groups of common steel connections used in the United States (i.e., simple, semi-rigid, and rigid connections), and compare them with available experimental data and the results calculated from another FEA software, ABAQUS. Therefore, Finite Element Analysis (FEA) is a valuable tool for numerically modeling physical structures that are too complex for analytical solutions. However, it is a challenge to analyze and determine the behavior of a complex structure when it is subjected to a variety of loading conditions using conventional analytical methods. In the field of structural and civil engineering, understanding the structural behavior and integrity of the building is critical to ensure the safety of its occupants.
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(Department of Civil, Environmental and Geodetic Engineering) (Department of Integrated Systems Engineering) (Department of Materials Science and Engineering) student (Department of Civil, Environmental and Geodetic Engineering)
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