Improve Design for Steel Reinforcement of the Traditional Design Used by Decreasing the Number of Steel Ties
Journal: International Journal of Trend in Scientific Research and Development (Vol.6, No. 5)Publication Date: 2022-09-06
Authors : Radeeb Ul Islam Deeksha Shrotriya Abhay Kumar Jha;
Page : 1413-1416
Keywords : steel rods; eccentricity; tensile stresses; reinforcement; longitudinal;
Abstract
Mains bars or vertical steel rods are always provided in order to assist in carrying the direct loads. And there is set limit to provide that longitudinal steel in different shapes of column, whether it is taken into consideration of the type of load acting or not. And this is done to avoid tensile stresses formed due to some eccentricity of the loads acting longitudinal direction. Different sets of benchmarks that are listed in codes to provide the amount of maximum reinforcement, because reinforcement more than the upper limit may generate difficulties in pouring of concrete and compaction of the concrete. Vertical reinforcing bars are tied horizontally by ties or stirrups or welded joints at certain intervals so that the bars do not shatter or cause bulging. Radeeb Ul Islam | Deeksha Shrotriya | Dr. Abhay Kumar Jha "Improve Design for Steel Reinforcement of the Traditional Design Used by Decreasing the Number of Steel Ties" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-6 | Issue-5 , August 2022, URL: https://www.ijtsrd.com/papers/ijtsrd50666.pdf Paper URL: https://www.ijtsrd.com/engineering/civil-engineering/50666/improve-design-for-steel-reinforcement-of-the-traditional-design-used-by-decreasing-the-number-of-steel-ties/radeeb-ul-islam
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Last modified: 2022-09-06 20:01:53