Strength Design of the Eccentric Load in Unequal Single Angle

Wei Ting Hsu; Rou Yin Liu; Shu Ti Chung

doi:10.4028/www.scientific.net/KEM.831.95

Paper Titles

Forming Technology and Simulation of Large Head Forgings
p.64

Effect of Process Conditions on Residual Stress in Laser-MAG Welding of High Strength Steel
p.71

Study of the Behaviour of Senegalese Ballast Materials during Compaction with the C-Mould: Case of Bandia Limestone and Diack Basalt
p.81

Effect of Water Conditions on Macro-Cell Corrosion Potential Difference and Current Density of Reinforcing Steel in Concrete
p.87

Strength Design of the Eccentric Load in Unequal Single Angle
p.95

Rheological Study on Cemented Coal Gangue Fly-Ash Backfill Slurry Associated with Fly Ash Impacts
p.100

Study on Application of Vibration Response Control System on a Teaching Hospital Foundation Structure that Subjected to Earthquake Excitation
p.105

The Effect of Nano Cement on the Compressive Strength of Coconut Fibers Reinforced Concrete Composite
p.110

Improvement of Electrical Conductivity of Polyamide 6/Polyaniline Blends by Graphene
p.117

HomeKey Engineering MaterialsKey Engineering Materials Vol. 831Strength Design of the Eccentric Load in Unequal...

Strength Design of the Eccentric Load in Unequal Single Angle

Abstract:

Usually the angle steel is attached to the bracket to withstand tensile or compressive forces. The single-angle steel section is an asymmetrical section, and the nature of the section involves a complex analysis. The load is transmitted to the single-angle steel through the steel plate, thus causing eccentric load behaviour. The eccentric load will cause the single angle steel to bear the action of the axial pressure and the bending moment. The process of design and analysis is difficult based on the asymmetry of single angle steel. The behaviour of axial force and bending moment involves warping and torsion, and the analysis and design process is complicated. The eccentric load behaviour of single angle steel is based on complex formula analysis, and the 2010 AISC specification [1] also provides a table lookup function. This study collated the analytical formula of a single angle steel with complex eccentric loads. According to the theory of beam-column interaction, different lengths and positions are considered. The article provides a reference for the correct analysis of the user and improves the correctness of the analysis of the single angle steel.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Key Engineering Materials (Volume 831)

Pages:

95-99

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.831.95

Citation:

Cite this paper

Online since:

February 2020

Authors:

Wei Ting Hsu*, Rou Yin Liu, Shu Ti Chung

Keywords:

Asymmetric, Axial Compression, Eccentric Loads, Interaction of Flexure, Major Principal Axes Bending Moments, Minor Principal Axes Bending Moments

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] American Institute of Steel Construction Manual of Steel Construction, Design Specification for Structural Steel Buildings, AISC, Chicago, Illinois, (2010).

DOI: 10.2172/6782645

Google Scholar

[2] Y. Liu, S. Chantel, Experimental Study of Steel Single Unequal-Leg Angles Under Eccentric Compression, J. Construct. Steel Res. 67(6) (2011) 919-928.

DOI: 10.1016/j.jcsr.2011.02.005

Google Scholar

[3] M. K. S. Madugula, Research and development needs in steel angle design Struct. Stability Res. Council (Lehigh Univ., Bethlehem, Pa), (1994) 137-148.

Google Scholar

[4] S. M. R. Adluri, M. K. S. Madugula, Development of Column Curve for Steel Angles, J. Struct. Eng. 122(3) (1996) 318-325.

DOI: 10.1061/(asce)0733-9445(1996)122:3(318)

Google Scholar

[5] Shi Shilun, Li Zhengliang, Zhang Dongying, Research on bearing capacity of high-strength isometric steel shaft, China Power Grid Technol. 33 (2009) 197-201.

Google Scholar