Evaluation of effective section for standard prestress concrete sections under flexure

A study on the analysis and design of prestressed concrete standard bridge beams sections and calculation done using Microsoft Excel 2000 is presented. Standard sections shapes and sectional properties are selected and determined from available standard bridge beams section series and are grouped in...

Full description

Saved in:

Bibliographic Details
Main Author:	Abdul Rahman, Ahmad Rosli
Format:	Thesis
Language:	English
Published:	2005
Subjects:	Concrete Prestressed concrete Bridges - Design and construction
Online Access:	http://psasir.upm.edu.my/id/eprint/50987/1/FK%202005%20100RR.pdf
Tags:	Add Tag No Tags, Be the first to tag this record!

id	my-upm-ir.50987
record_format	uketd_dc
spelling	my-upm-ir.509872017-04-04T04:44:04Z Evaluation of effective section for standard prestress concrete sections under flexure 2005-12 Abdul Rahman, Ahmad Rosli A study on the analysis and design of prestressed concrete standard bridge beams sections and calculation done using Microsoft Excel 2000 is presented. Standard sections shapes and sectional properties are selected and determined from available standard bridge beams section series and are grouped into the I-,T-, inverted T, U-, box and Y-beams type. All types of the standard bridge beam shape were analyse to the smallest dimension or size that can sustained the standard loads (service and ultimate loads) and comply to the limiting criteria i.e.deflection, shear, compressive and tensile stress. This was applied in the spreadsheet programs to determine the limits of prestress force and eccentricity, prestress force losses, cable zone, moment ultimate and moment of resistance,shear and deflection. A study and analysis were carried out on the smallest standard sectional dimension in the standard beam type series under various spans, its sectional properties, strength and physical, to determine the most efficient and economical section in term of the amount or cost of concrete and steel tendons. Concrete Prestressed concrete Bridges - Design and construction 2005-12 Thesis http://psasir.upm.edu.my/id/eprint/50987/ http://psasir.upm.edu.my/id/eprint/50987/1/FK%202005%20100RR.pdf application/pdf en public masters Universiti Putra Malaysia Concrete Prestressed concrete Bridges - Design and construction
institution	Universiti Putra Malaysia
collection	PSAS Institutional Repository
language	English
topic	Concrete Prestressed concrete Bridges - Design and construction
spellingShingle	Concrete Prestressed concrete Bridges - Design and construction Abdul Rahman, Ahmad Rosli Evaluation of effective section for standard prestress concrete sections under flexure
description	A study on the analysis and design of prestressed concrete standard bridge beams sections and calculation done using Microsoft Excel 2000 is presented. Standard sections shapes and sectional properties are selected and determined from available standard bridge beams section series and are grouped into the I-,T-, inverted T, U-, box and Y-beams type. All types of the standard bridge beam shape were analyse to the smallest dimension or size that can sustained the standard loads (service and ultimate loads) and comply to the limiting criteria i.e.deflection, shear, compressive and tensile stress. This was applied in the spreadsheet programs to determine the limits of prestress force and eccentricity, prestress force losses, cable zone, moment ultimate and moment of resistance,shear and deflection. A study and analysis were carried out on the smallest standard sectional dimension in the standard beam type series under various spans, its sectional properties, strength and physical, to determine the most efficient and economical section in term of the amount or cost of concrete and steel tendons.
format	Thesis
qualification_level	Master's degree
author	Abdul Rahman, Ahmad Rosli
author_facet	Abdul Rahman, Ahmad Rosli
author_sort	Abdul Rahman, Ahmad Rosli
title	Evaluation of effective section for standard prestress concrete sections under flexure
title_short	Evaluation of effective section for standard prestress concrete sections under flexure
title_full	Evaluation of effective section for standard prestress concrete sections under flexure
title_fullStr	Evaluation of effective section for standard prestress concrete sections under flexure
title_full_unstemmed	Evaluation of effective section for standard prestress concrete sections under flexure
title_sort	evaluation of effective section for standard prestress concrete sections under flexure
granting_institution	Universiti Putra Malaysia
publishDate	2005
url	http://psasir.upm.edu.my/id/eprint/50987/1/FK%202005%20100RR.pdf
_version_	1747812049635770368

Evaluation of effective section for standard prestress concrete sections under flexure

Similar Items