A flat plate floor system is a concrete system that has uniform thickness. They are generally cast-in-place or they may be casted at the ground level and lifted into their final position by the use of jacks at the columns. This system can be post-tensioned. Flat plate post tensioned concrete slabs are widely used in office buildings, institutional structures, parking structures, apartment buildings, and hotels. Therefore, it is important to have a good understanding of the behavior of these elements that form the fabric of the total structural system. The main goal of this work was to perform a design evaluation on a constructed scaled post-tensioned 4 ft x 4 ft flat plate concrete slab with American Concrete Institute (ACI) design provisions. The 28 days compressive strength of concrete was 5000 psi. The slab thickness was 1/2 in, and 1/16 in post-tensioning cables inside a plastic sheathing were used as the reinforcement. The slab was loaded using a designed water tank of 4 ft x 4 ft x 6 ft dimensions. The water depth generated the distributed load on the slab and a dial gauge measured the slab deflections. Distributed load and deflection data were collected. The design evaluations were carried out with respect to deflections, stresses, shear and flexural capacity using a developed ACI provisioned spreadsheet and experimentally obtained load and deflection data. The scaled constructed concrete slab satisfied the ACI design provisions.
| Published in | Engineering and Applied Sciences (Volume 10, Issue 5) |
| DOI | 10.11648/j.eas.20251005.11 |
| Page(s) | 114-122 |
| Creative Commons |
This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited. |
| Copyright |
Copyright © The Author(s), 2025. Published by Science Publishing Group |
Load, Scaled, Post-Tensioned, Flat Plate, Concrete
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APA Style
Faruqi, M., Vargas, C. (2025). Diagnostic Load Test of a Scaled Post-Tensioned Flat Plate Concrete Slab. Engineering and Applied Sciences, 10(5), 114-122. https://doi.org/10.11648/j.eas.20251005.11
ACS Style
Faruqi, M.; Vargas, C. Diagnostic Load Test of a Scaled Post-Tensioned Flat Plate Concrete Slab. Eng. Appl. Sci. 2025, 10(5), 114-122. doi: 10.11648/j.eas.20251005.11
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Download@article{10.11648/j.eas.20251005.11,
author = {Mohammed Faruqi and Carlos Vargas},
title = {Diagnostic Load Test of a Scaled Post-Tensioned Flat Plate Concrete Slab
},
journal = {Engineering and Applied Sciences},
volume = {10},
number = {5},
pages = {114-122},
doi = {10.11648/j.eas.20251005.11},
url = {https://doi.org/10.11648/j.eas.20251005.11},
eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.eas.20251005.11},
abstract = {A flat plate floor system is a concrete system that has uniform thickness. They are generally cast-in-place or they may be casted at the ground level and lifted into their final position by the use of jacks at the columns. This system can be post-tensioned. Flat plate post tensioned concrete slabs are widely used in office buildings, institutional structures, parking structures, apartment buildings, and hotels. Therefore, it is important to have a good understanding of the behavior of these elements that form the fabric of the total structural system. The main goal of this work was to perform a design evaluation on a constructed scaled post-tensioned 4 ft x 4 ft flat plate concrete slab with American Concrete Institute (ACI) design provisions. The 28 days compressive strength of concrete was 5000 psi. The slab thickness was 1/2 in, and 1/16 in post-tensioning cables inside a plastic sheathing were used as the reinforcement. The slab was loaded using a designed water tank of 4 ft x 4 ft x 6 ft dimensions. The water depth generated the distributed load on the slab and a dial gauge measured the slab deflections. Distributed load and deflection data were collected. The design evaluations were carried out with respect to deflections, stresses, shear and flexural capacity using a developed ACI provisioned spreadsheet and experimentally obtained load and deflection data. The scaled constructed concrete slab satisfied the ACI design provisions.
},
year = {2025}
}
TY - JOUR T1 - Diagnostic Load Test of a Scaled Post-Tensioned Flat Plate Concrete Slab AU - Mohammed Faruqi AU - Carlos Vargas Y1 - 2025/09/11 PY - 2025 N1 - https://doi.org/10.11648/j.eas.20251005.11 DO - 10.11648/j.eas.20251005.11 T2 - Engineering and Applied Sciences JF - Engineering and Applied Sciences JO - Engineering and Applied Sciences SP - 114 EP - 122 PB - Science Publishing Group SN - 2575-1468 UR - https://doi.org/10.11648/j.eas.20251005.11 AB - A flat plate floor system is a concrete system that has uniform thickness. They are generally cast-in-place or they may be casted at the ground level and lifted into their final position by the use of jacks at the columns. This system can be post-tensioned. Flat plate post tensioned concrete slabs are widely used in office buildings, institutional structures, parking structures, apartment buildings, and hotels. Therefore, it is important to have a good understanding of the behavior of these elements that form the fabric of the total structural system. The main goal of this work was to perform a design evaluation on a constructed scaled post-tensioned 4 ft x 4 ft flat plate concrete slab with American Concrete Institute (ACI) design provisions. The 28 days compressive strength of concrete was 5000 psi. The slab thickness was 1/2 in, and 1/16 in post-tensioning cables inside a plastic sheathing were used as the reinforcement. The slab was loaded using a designed water tank of 4 ft x 4 ft x 6 ft dimensions. The water depth generated the distributed load on the slab and a dial gauge measured the slab deflections. Distributed load and deflection data were collected. The design evaluations were carried out with respect to deflections, stresses, shear and flexural capacity using a developed ACI provisioned spreadsheet and experimentally obtained load and deflection data. The scaled constructed concrete slab satisfied the ACI design provisions. VL - 10 IS - 5 ER -
Department of Civil and Architectural Engineering, Texas Agricultural and Mechanical University, Kingsville, United States
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