Thesis Abstract

Abstract
Waffle slabs are a type of reinforced concrete slab with ribbed beams formed on both sides of the slab. This structural system offers several advantages such as reduced self-weight, increased stiffness, and improved load-carrying capacity compared to traditional flat slabs. The design of waffle slabs involves the careful consideration of various factors including the geometry of the ribs, the spacing of the beams, the concrete strength, and the reinforcement layout. This research project focuses on the design of waffle slabs with the aim of optimizing their structural performance while ensuring cost-effectiveness. The study begins by reviewing the fundamental principles of waffle slab design, including the behavior of the system under different loading conditions. The importance of proper rib and beam dimensions is highlighted, as these directly impact the overall efficiency of the slab. The research then delves into the structural analysis of waffle slabs using advanced computational tools such as finite element analysis (FEA). By simulating the behavior of the slab under various loading scenarios, the study aims to identify critical areas of stress concentration and deformation. This information is crucial for optimizing the design to enhance the overall performance and durability of the waffle slab. Moreover, the project explores the influence of different material properties on the behavior of waffle slabs. The effect of varying concrete strengths, reinforcement ratios, and rib dimensions on the structural response of the slab is thoroughly investigated. By conducting parametric studies, the research aims to provide valuable insights into the most efficient design configurations for waffle slabs. In addition to structural performance, the study also considers the economic aspects of waffle slab design. By analyzing the material costs, construction time, and maintenance requirements associated with different design options, the research aims to propose cost-effective solutions without compromising the structural integrity of the slab. Overall, this research project contributes to the advancement of waffle slab design by combining theoretical principles with practical considerations. The findings are expected to benefit structural engineers, architects, and construction professionals involved in the design and implementation of waffle slab systems. By optimizing the design process, this study aims to promote the widespread adoption of waffle slabs as a viable and efficient structural solution in building construction.

Thesis Overview

In the design and analysis of reinforced concrete member is based on the assumption that concrete and steel reinforcement combine to create new composite material.

Generally the concrete is design to carry the compressive load while the reinforcing bar is design to carry tensile loads.

The mechanics of members consisting of two materials:

To compound this problem, one of the material concrete behaves differently if it is not neglected entirely.

Although we will encounter some peculiar aspects of behavior of concrete members we will usually be close to a solution for most problems if we can apply the following three basic ideals.

Geometry of deformation of section will be consistent under given types of loading i.e. moment will always cause strain to carry linearly with distance from neutral axis etc.

Mechanics of materials will allow us to relate stresses to strains.

Section will be equilibrium: external moment will be resisted by internal moment.

External axial load will be equal to the sum of internal axial forces.

Many new engineers overly impressed speed and apparent accuracy of modern structural analysis computational procedures think less about equilibrium and details.

We will use some or all of these ideas in solving most of the analysis problems we will have in the course of the project work.

Design of members and structures of reinforced concrete is a problem distinct from but closely related to analysis.

Strictly speaking, it is almost impossible to exactly analyze a concrete structure and to design exactly is no less difficult.

Fortunately, we can make a few fundamental assumptions which make the design of reinforced concrete quite simple if not easy.

A unique problem to the design of reinforced concrete structures is the need to detail each member throughout.

In general steel structure only requires the detailed design of connection.

For concrete structures, we must determine not only the area of longitudinal and lateral performance this procedure can be made reasonably simple.

Purpose of this project work is to establish a firm understanding of behaviour of reinforced concrete structure, then to develop method used in current practice and to achieve familiarity with codes and specification governing practical design.

In this project work we will learn to understand the basic performance of concrete and steel as structural materials. And the behaviour of reinforced concrete members and structures.

If we understand the basic concept behind code provision for design, we will be able to:

1. Approach the design in a more knowledgeable fashion not like following a black box.
2. Understand and adapt the changes in code provisions better and faster.
3. The overall goal is to be able to design reinforced concrete structure that are

Safe

Economical

Efficient.

Reinforced concrete is one of the principle building materials used in engineered structure because.

1. Low cost
2. Weathering and fire resistance
3. Good compressive strength
4. Formability.

All these criteria make concrete an attractive material for wide range of structural applications such as building, dams, reservoir tank etc.

1.1         Background of Study

Reinforced concrete structure is one of the most popular structure systems.

The importance of building in relation to development and civilization cannot be over emphasized as history testified that the provision of building is necessary to draw an environment out of the state of underdevelopment.

The land use plan can be used with high-rise structure so as to accommodate more people on a small piece of land

This gesture therefore calls for the design of waffle slab.

The ultimate goal of this program is that user can analyze their own design and also determine structural proportion of their design idea.

Waffle slabs have economical and constructional benefit. They are used for heavy loads and large span structures as they exhibit higher stiffness and smaller deflection. As a result, waffle slabs has been widely used for office buildings, hotels, auditoriums, vestibules, theatre halls, show rooms of shops where columns free space is often the main requiremen.

1.2         Objectives of Study

The main objective of this project work is to come up with a design of waffle slab

1. To come up with a relatively high compressive strength of concrete design.
2. To implement a better resistance to fire than steel of concrete design.
3. To come up with a cast to take the shape required so as to make it widely used in precast structural components.

The structure will be design for safety to meet it design purpose throughout its life span and also economical.

These will illustrate the step load analysis and design procedure of a typical requirements.

1. To withstand the environmental condition over time
2. To be very aesthetic in appearance
3. To be structurally safe.

1.3 Problem of Study

This research is motivated by the failure of building in modern day.

Some of the benefit of waffle slab are as follows.

1. The load carrying capacity of waffle slab is greater than other types of slab.
2. waffle slab are used for large span slabs or floors and used when there is limited requirement for number of columns.

iii.           waffle slab are lightweight and requires less amount of concrete, hence it’s economical

1. They provide good structural stability along with aesthetic appearance. Hence, it is constructed for airports, hospitals, temples, churches et.