Performance Assessment of Behaviour of Spiral Reinforced Concrete Columns
Published: 2023
Author(s) Name: Balaji Govindan |
Author(s) Affiliation: Department of Civil Engineering, M.Kumarasamy College of Engineering, Karur, Tamil Nadu, India.
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Abstract
This paper presents an exploratory perception into the way of behaving of twisting built up substantial sections under pivotally concentric stacking. A sum of 6 sections were tried under transient stacking, 3 of which were twisting built up segments, while 3 were with typical ties. The sections were 700 mm high with a size of 230x230 mm. Concentrate on boundaries incorporates the variety of pitch of cross over support. A near report is finished for load conveying limit of winding crossed over and ordinary crossed over with comparative pitched segments. Furthermore, the complete cross over support length and ordinary cross over support length is looked at for comparative pitched segments. The cross over support length is found out by bar twisting timetable with a representation of charts.
Keywords: Load carrying capacity of columns, Spiral reinforced columns, Transverse reinforcement length.
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