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2024 | OriginalPaper | Chapter

9. Structural Applications: Beam

Authors : Subhasis Pradhan, Shailendra Kumar, Sudhirkumar V. Barai

Published in: Particle Packing Method for Recycled Aggregate Concrete

Publisher: Springer Nature Singapore

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Abstract

The fundamental characteristics of RCA and how it is used to create RAC were covered in prior chapters. In this context, the influence of the PPM mix design technique was explored.

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Footnotes
1
For \(\rho \) \(=\) 0.42%, tensile reinforcement consisted of two 12 mm diameter bars, transverse reinforcement consisted of 6 mm diameter bar @ 140 mm c/c at the mid-span (6 stirrups), and 100 mm c/c at the shear span (8 stirrups).
 
2
For \(\rho \) \(=\) 0.75%, tensile reinforcement consisted of two 16 mm diameter bars, transverse reinforcement consisted of 6 mm diameter bar @ 140 mm c/c at the midspan (6 stirrups) and 100 mm c/c at the shear span (8 stirrups).
 
3
For \(\rho \) \(=\) 1.31%, tensile reinforcement consisted of two 20 mm diameter bars and one 10 mm diameter bar, transverse reinforcement consisted of 6 mm diameter bar @ 140 mm c/c at the midspan (6 stirrups) and 88 mm c/c at the shear span (9 stirrups).
 
4
For \(\rho \) \(=\) 1.61%, tensile reinforcement consisted of two 20 mm diameter bars and one 10 mm diameter bar and compression reinforcement consisted of two 10 mm diameter bars, transverse reinforcement consisted of 6 mm dia bar @ 140 mm c/c at the midspan (6 stirrups) and 88 mm c/c at the shear span (9 stirrups).
 
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Metadata
Title
Structural Applications: Beam
Authors
Subhasis Pradhan
Shailendra Kumar
Sudhirkumar V. Barai
Copyright Year
2024
Publisher
Springer Nature Singapore
DOI
https://doi.org/10.1007/978-981-99-7516-7_9