Analysis and design of long span beam sections up to 40 metre / Mohd Zainal Abidin Yusof

The aim of this project is to develop a model in designing long span beams. By referring to the model, the beam sizes and the area of reinforcement can easily be determined provided that the loadings and span are known. Emphasis were given to Reinforced Concrete and Prestressed Concrete design. Spre...

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Main Author: Yusof, Mohd Zainal Abidin
Format: Thesis
Language:English
Published: 1990
Subjects:
Online Access:https://ir.uitm.edu.my/id/eprint/62499/1/62499.pdf
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spelling my-uitm-ir.624992024-10-02T03:39:43Z Analysis and design of long span beam sections up to 40 metre / Mohd Zainal Abidin Yusof 1990 Yusof, Mohd Zainal Abidin Beam dynamics. Particle beams The aim of this project is to develop a model in designing long span beams. By referring to the model, the beam sizes and the area of reinforcement can easily be determined provided that the loadings and span are known. Emphasis were given to Reinforced Concrete and Prestressed Concrete design. Spreadsheets were prepared to aid the design based on British Code of Practice, BS 8110 : 1985. All analysis were made on the results obtained from the spreadsheets. Discussions, were done on how the area of reinforcement, breadth and depth of beam changes with the variation of span and loading. 1990 Thesis https://ir.uitm.edu.my/id/eprint/62499/ https://ir.uitm.edu.my/id/eprint/62499/1/62499.pdf text en public advanced_diploma Universiti Teknologi MARA (UiTM) Faculty of Civil Engineering
institution Universiti Teknologi MARA
collection UiTM Institutional Repository
language English
topic Beam dynamics
Particle beams
spellingShingle Beam dynamics
Particle beams
Yusof, Mohd Zainal Abidin
Analysis and design of long span beam sections up to 40 metre / Mohd Zainal Abidin Yusof
description The aim of this project is to develop a model in designing long span beams. By referring to the model, the beam sizes and the area of reinforcement can easily be determined provided that the loadings and span are known. Emphasis were given to Reinforced Concrete and Prestressed Concrete design. Spreadsheets were prepared to aid the design based on British Code of Practice, BS 8110 : 1985. All analysis were made on the results obtained from the spreadsheets. Discussions, were done on how the area of reinforcement, breadth and depth of beam changes with the variation of span and loading.
format Thesis
qualification_level advanced_diploma
author Yusof, Mohd Zainal Abidin
author_facet Yusof, Mohd Zainal Abidin
author_sort Yusof, Mohd Zainal Abidin
title Analysis and design of long span beam sections up to 40 metre / Mohd Zainal Abidin Yusof
title_short Analysis and design of long span beam sections up to 40 metre / Mohd Zainal Abidin Yusof
title_full Analysis and design of long span beam sections up to 40 metre / Mohd Zainal Abidin Yusof
title_fullStr Analysis and design of long span beam sections up to 40 metre / Mohd Zainal Abidin Yusof
title_full_unstemmed Analysis and design of long span beam sections up to 40 metre / Mohd Zainal Abidin Yusof
title_sort analysis and design of long span beam sections up to 40 metre / mohd zainal abidin yusof
granting_institution Universiti Teknologi MARA (UiTM)
granting_department Faculty of Civil Engineering
publishDate 1990
url https://ir.uitm.edu.my/id/eprint/62499/1/62499.pdf
_version_ 1818587902989303808