Bending strength capacity of RC interlocking joint panels / Megat Iqbal Faris Zainuddin

Precast concrete panels are used extensively in high rise construction due to its advantage in saving time and work with great quality. The connections between interlocking panels are vitally crucial since they affect both performance and homogenous of structure. The depletion of natural aggregate s...

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Main Author:	Zainuddin, Megat Iqbal Faris
Format:	Student Project
Language:	English
Published:	Faculty of Civil Engineering 2013
Online Access:	http://ir.uitm.edu.my/id/eprint/18070/ http://ir.uitm.edu.my/id/eprint/18070/1/PPb_MEGAT%20IQBAL%20FARIS%20ZAINUDDIN%20EC%2013_5.pdf

id	uitm-18070
recordtype	eprints
spelling	uitm-180702017-10-31T03:07:01Z http://ir.uitm.edu.my/id/eprint/18070/ Bending strength capacity of RC interlocking joint panels / Megat Iqbal Faris Zainuddin Zainuddin, Megat Iqbal Faris Precast concrete panels are used extensively in high rise construction due to its advantage in saving time and work with great quality. The connections between interlocking panels are vitally crucial since they affect both performance and homogenous of structure. The depletion of natural aggregate sources and increase amount of waste concrete from construction promote the application of crushed concrete waste aggregate (CCwA) in structure. This study was conducted to determine the bending strength capacity and mode of failure in reinforced concrete interlocking joint panels by using crushed concrete waste aggregate (CCwA). Two (2) set of interlocking panels with dimension of 75 mm x 900 mm x 500 mm (thickness, length and height) were subjected to three point load at the connection located in the midspan of panels. In comparison, the results shows that the interlocking joint panels with CCwA are passing the entire requirement in specified MS and BS. This is showing that interlocking panels with CCwA can be an alternative in replacing the natural aggregates. The study shows that the interlocking panels using CCwA under three loading points are good enough to be used in industry. This will promote application of interlocking panel in construction and give out a solution on the wastage of construction material and shortage in natural aggregate. Faculty of Civil Engineering 2013 Student Project NonPeerReviewed text en http://ir.uitm.edu.my/id/eprint/18070/1/PPb_MEGAT%20IQBAL%20FARIS%20ZAINUDDIN%20EC%2013_5.pdf Zainuddin, Megat Iqbal Faris (2013) Bending strength capacity of RC interlocking joint panels / Megat Iqbal Faris Zainuddin. [Student Project] (Unpublished)
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Teknologi MARA
building	UiTM Institutional Repository
collection	Online Access
language	English
description	Precast concrete panels are used extensively in high rise construction due to its advantage in saving time and work with great quality. The connections between interlocking panels are vitally crucial since they affect both performance and homogenous of structure. The depletion of natural aggregate sources and increase amount of waste concrete from construction promote the application of crushed concrete waste aggregate (CCwA) in structure. This study was conducted to determine the bending strength capacity and mode of failure in reinforced concrete interlocking joint panels by using crushed concrete waste aggregate (CCwA). Two (2) set of interlocking panels with dimension of 75 mm x 900 mm x 500 mm (thickness, length and height) were subjected to three point load at the connection located in the midspan of panels. In comparison, the results shows that the interlocking joint panels with CCwA are passing the entire requirement in specified MS and BS. This is showing that interlocking panels with CCwA can be an alternative in replacing the natural aggregates. The study shows that the interlocking panels using CCwA under three loading points are good enough to be used in industry. This will promote application of interlocking panel in construction and give out a solution on the wastage of construction material and shortage in natural aggregate.
format	Student Project
author	Zainuddin, Megat Iqbal Faris
spellingShingle	Zainuddin, Megat Iqbal Faris Bending strength capacity of RC interlocking joint panels / Megat Iqbal Faris Zainuddin
author_facet	Zainuddin, Megat Iqbal Faris
author_sort	Zainuddin, Megat Iqbal Faris
title	Bending strength capacity of RC interlocking joint panels / Megat Iqbal Faris Zainuddin
title_short	Bending strength capacity of RC interlocking joint panels / Megat Iqbal Faris Zainuddin
title_full	Bending strength capacity of RC interlocking joint panels / Megat Iqbal Faris Zainuddin
title_fullStr	Bending strength capacity of RC interlocking joint panels / Megat Iqbal Faris Zainuddin
title_full_unstemmed	Bending strength capacity of RC interlocking joint panels / Megat Iqbal Faris Zainuddin
title_sort	bending strength capacity of rc interlocking joint panels / megat iqbal faris zainuddin
publisher	Faculty of Civil Engineering
publishDate	2013
url	http://ir.uitm.edu.my/id/eprint/18070/ http://ir.uitm.edu.my/id/eprint/18070/1/PPb_MEGAT%20IQBAL%20FARIS%20ZAINUDDIN%20EC%2013_5.pdf
first_indexed	2023-09-18T22:59:41Z
last_indexed	2023-09-18T22:59:41Z
_version_	1777418090002251776

Bending strength capacity of RC interlocking joint panels / Megat Iqbal Faris Zainuddin

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