The study on the structural behavior of precast prestressed hollow core slab with topping under uniformly distributed load in service condition (using Ansys) / Rizaki Mat Lazim

Mat Lazim, Rizaki (1997) The study on the structural behavior of precast prestressed hollow core slab with topping under uniformly distributed load in service condition (using Ansys) / Rizaki Mat Lazim. Degree thesis, Universiti Teknologi MARA (UiTM).

Abstract

A fundamental aim of prestressed concrete is to limit tensile stresses, and hence flexural cracking, in the concrete under working conditions. Design is therefore based initially on the requirements of the serviceability limit state. Subsequently considered are ultimate limit state criteria for bending and shear. In addition to the concrete stresses under working loads, deflections must be checked, and attention must also be paid to the construction stage when the prestress force is first applied to the immature concrete. Design of prestressed concrete may therefore be summarize as design for serviceability cracking, check stresses at transfer, check deflection, check ultimate limit state-bending and design shear reinforcement for ultimate limit state.

Metadata

Item Type: Thesis (Degree)
Creators:
Creators
Email / ID Num.
Mat Lazim, Rizaki
UNSPECIFIED
Contributors:
Contribution
Name
Email / ID Num.
Thesis advisor
Abdul Hamid, Norhayati
UNSPECIFIED
Subjects: T Technology > TA Engineering. Civil engineering > Structural engineering > Specific structural forms, analysis, and design > Slabs
Divisions: Universiti Teknologi MARA, Shah Alam > Faculty of Civil Engineering
Programme: Bachelor of Engineering (Hons) Civil
Keywords: Flexural cracking, serviceability cracking, deflection
Date: 1997
URI: https://ir.uitm.edu.my/id/eprint/62527
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