Design of Members for Shear and Simple Shear Connections

P, AAKSAHRAM A; M, SURYA A; N, NITHISH

doi:https://doi.org/10.55041/ijsmt.v2i3.133

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DESIGN OF MEMBERS FOR SHEAR AND SIMPLE SHEAR CONNECTIONS

AUTHORS:

AAKSAHRAM A P

SURYA A M

NITHISH N

Mentor

IYAPPAN, G

Affiliation

Department of Civil Engineering, Kongunadu College of Engineering and Technology Tholurpatti, Tamil Nadu 621215

DOI: 10.55041/ijsmt.v2i3.133

CC BY 4.0 License:

This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

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Abstract

This study focuses on the design of members for shear and simple shear connections in steel structures to ensure safe load transfer and structural stability. The purpose is to evaluate connection behavior and identify critical design parameters. The methodology includes analytical design based on standard codes and comparison of different connection types. Major results show that proper detailing, bolt arrangement, and material selection significantly influence strength and ductility. The study concludes that well-designed simple shear connections provide efficient, economical, and reliable performance while maintaining flexibility, making them suitable for practical steel construction and ensuring overall structural safety.

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✓ All ethical standards met

This article has undergone plagiarism screening and double-blind peer review. Editorial policies have been followed. Authors retain copyright under CC BY-NC 4.0 license. The research complies with ethical standards and institutional guidelines.

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