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Comparative of flat slab type raft foundation taking into account of difference building code and design methodology

This project report was carry out the existing project of one storey of the warehouse at Meru, Klang. This warehouse was built in 1991 and the superstructure of this warehouse with size area 150 m x 25 m is a steel structure with the ground slab. Unfortunately, four of this warehouse is not fully us...

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Main Author: Shamsir Alam, Sharfatihah
Format: Thesis
Language:English
Published: 2020
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://eprints.utm.my/id/eprint/91966/1/SharfatihahShamsirAlamMSKA2020.pdf
http://eprints.utm.my/id/eprint/91966/
http://dms.library.utm.my:8080/vital/access/manager/Repository/vital:138773
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spelling my.utm.919662021-08-09T08:46:38Z http://eprints.utm.my/id/eprint/91966/ Comparative of flat slab type raft foundation taking into account of difference building code and design methodology Shamsir Alam, Sharfatihah TA Engineering (General). Civil engineering (General) This project report was carry out the existing project of one storey of the warehouse at Meru, Klang. This warehouse was built in 1991 and the superstructure of this warehouse with size area 150 m x 25 m is a steel structure with the ground slab. Unfortunately, four of this warehouse is not fully usable due to severe damage to the ground floor. Forensic engineering has been done and found that the ground slab had settled up to 400 mm depth. The foundation failure is the main cause of slab settlement. Soil investigation was done and found that hard layer at ±23 meters depth with SPT 50. The upgrading of the functionality of the warehouse to the hotel laundry will apply new loading based on new equipment. This study will present the comparative analysis of flat slab type raft foundation design using computer software STAAD-Pro and analytical calculation according to Eurocode 2 and BS 8110. The result of the numerical method by using STAAD-Pro show that the differences of BS 8110 are 5.09% slightly higher than Eurocode 2. While the analytical solution the result is 5.16% BS 8110 higher than Eurocode 2. The percentage of comparison for process analysis between STAAD-Pro and analytical solution is 18% due to the result of the bending moment. While for the reaction shown that 10% of differences where the STAAD-Pro result is higher than the analytical solution. Besides that, in term of deflection, the differences of allowable limit is 39.39% where the Eurocode 2 is much higher than BS 8110. The total result between Eurocode 2 and BS 8110 not much different. This report shows that the reinforcement design according to BS 8110 is lower than Eurocode 2 because of the coefficients of BS 8110 used are lower than Eurocode 2 and the technical considerations are more conservative. 2020 Thesis NonPeerReviewed application/pdf en http://eprints.utm.my/id/eprint/91966/1/SharfatihahShamsirAlamMSKA2020.pdf Shamsir Alam, Sharfatihah (2020) Comparative of flat slab type raft foundation taking into account of difference building code and design methodology. Masters thesis, Universiti Teknologi Malaysia. http://dms.library.utm.my:8080/vital/access/manager/Repository/vital:138773
institution Universiti Teknologi Malaysia
building UTM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Malaysia
content_source UTM Institutional Repository
url_provider http://eprints.utm.my/
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Shamsir Alam, Sharfatihah
Comparative of flat slab type raft foundation taking into account of difference building code and design methodology
description This project report was carry out the existing project of one storey of the warehouse at Meru, Klang. This warehouse was built in 1991 and the superstructure of this warehouse with size area 150 m x 25 m is a steel structure with the ground slab. Unfortunately, four of this warehouse is not fully usable due to severe damage to the ground floor. Forensic engineering has been done and found that the ground slab had settled up to 400 mm depth. The foundation failure is the main cause of slab settlement. Soil investigation was done and found that hard layer at ±23 meters depth with SPT 50. The upgrading of the functionality of the warehouse to the hotel laundry will apply new loading based on new equipment. This study will present the comparative analysis of flat slab type raft foundation design using computer software STAAD-Pro and analytical calculation according to Eurocode 2 and BS 8110. The result of the numerical method by using STAAD-Pro show that the differences of BS 8110 are 5.09% slightly higher than Eurocode 2. While the analytical solution the result is 5.16% BS 8110 higher than Eurocode 2. The percentage of comparison for process analysis between STAAD-Pro and analytical solution is 18% due to the result of the bending moment. While for the reaction shown that 10% of differences where the STAAD-Pro result is higher than the analytical solution. Besides that, in term of deflection, the differences of allowable limit is 39.39% where the Eurocode 2 is much higher than BS 8110. The total result between Eurocode 2 and BS 8110 not much different. This report shows that the reinforcement design according to BS 8110 is lower than Eurocode 2 because of the coefficients of BS 8110 used are lower than Eurocode 2 and the technical considerations are more conservative.
format Thesis
author Shamsir Alam, Sharfatihah
author_facet Shamsir Alam, Sharfatihah
author_sort Shamsir Alam, Sharfatihah
title Comparative of flat slab type raft foundation taking into account of difference building code and design methodology
title_short Comparative of flat slab type raft foundation taking into account of difference building code and design methodology
title_full Comparative of flat slab type raft foundation taking into account of difference building code and design methodology
title_fullStr Comparative of flat slab type raft foundation taking into account of difference building code and design methodology
title_full_unstemmed Comparative of flat slab type raft foundation taking into account of difference building code and design methodology
title_sort comparative of flat slab type raft foundation taking into account of difference building code and design methodology
publishDate 2020
url http://eprints.utm.my/id/eprint/91966/1/SharfatihahShamsirAlamMSKA2020.pdf
http://eprints.utm.my/id/eprint/91966/
http://dms.library.utm.my:8080/vital/access/manager/Repository/vital:138773
_version_ 1707765880464605184
score 13.211869

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