Flexural behavior and design of irregular flat plate floors

This thesis presents three relatively simple and effective procedures for computing bending moments and deflections of either regular or irregular reinforced concrete flat plate floors under gravity loading. The methods are applicable for predicting the deflections throughout the entire loading stag...

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Bibliographic Details
Main Author: Tavio.
Other Authors: Teng, Susanto
Format: Theses and Dissertations
Language:English
Published: 2008
Subjects:
Online Access:http://hdl.handle.net/10356/12036
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Institution: Nanyang Technological University
Language: English
Description
Summary:This thesis presents three relatively simple and effective procedures for computing bending moments and deflections of either regular or irregular reinforced concrete flat plate floors under gravity loading. The methods are applicable for predicting the deflections throughout the entire loading stages from the uncracked state to the fully cracked state and even up to the ultimate limit state.