Framed, Two-Way, Conventionally Reinforced, Concrete Flat Slab and Flat Plate Construction and Design
D. Matthew Stuart, P.E., S.E., F.ASCE, SECB
Course Outline
This course includes the following information:
- Flat
Plate and Flat Slab Systems:
- Flat
Plates:
i. Slab Thickness
ii. Column Dimensions
iii. Aspect Ratio
- Flat
Slabs:
i. Slab and Drop Panel Thickness
ii. Column Dimensions
iii. Aspect Ratio
- Methods
of Analysis:
- General
Discussion:
i. Design Strips and Gravity and Lateral Load Analysis
ii. Shear Transfer
iii. Moment Transfer
- Direct
Design Method:
i. Factored Moments
- Equivalent
Frame Method:
i. Slab-Beams
ii. Columns
iii. Torsional Members
iv. Equivalent Columns
v. Arrangement of Live Load
vi. Factored Moments
- Other Methods:
i. FEA
ii. Explicit Transverse Torsional Member Method
- Openings
in Two-Way Concrete Floor Slabs:
- Openings in New Slabs
- Openings
in Existing Slabs
4. Reinforcement Placement
This course includes a multiple-choice quiz at the end, which is designed to enhance the understanding of the course materials.
Learning Objective
At the conclusion of this course, the student will understand:
- Flat plate systems;
- How to determine flat plates slab thickness;
- The impact of column dimensions on flat plates;
- Optimal flat plate aspect ratios;
- Flat slab systems;
- Flat slab and drop panel thicknesses required;
- The impact of column dimensions on flat slabs;
- Optimal flat slab aspect ratios;
- Methods of two-way analysis;
- Design strips;
- Methods of gravity and lateral load analysis;
- Methods of shear transfer;
- Methods of unbalanced moment transfer;
- The use of the Direct Design Method (DDM);
- The use of the Equivalent Frame Method (EFM);
- EFM slab-beams modeling;
- EFM columns modeling;
- EFM attached torsional members;
- EFM equivalent columns;
- The importance of the arrangement of patterned or skipped live loading;
- Other methods of analysis including the Explicit Transverse Torsional Member Method;
- Openings in new and existing two-way concrete floor slabs; and
- Reinforcement placement in two-way slabs.
Intended Audience
This course is intended for structural engineers and architects.
Benefit to Attendees
A student of this course will gain an understanding of basic framed, two-way, conventionally reinforced, concrete flat slab and flat plate construction and design.
Course
Introduction
The purpose of this course is to introduce the user to the different types of two-way, conventionally reinforced, concrete flat slab and flat plate systems and their design and construction.
Course
Content
In this lesson, you are required to study the following course content in PDF format:
Framed, Two-Way, Conventionally Reinforced, Concrete Flat Slab and Flat Plate Construction and Design
Please click on the above underlined hypertext to view, download or print the document for your study. Because of the large file size, we recommend that you first save the file to your computer by right clicking the mouse and choosing "Save Target As ...", and then open the file in Adobe Acrobat Reader. If you still experience any difficulty in downloading or opening this file, you may need to close some applications or reboot your computer to free up some memory.
You may need to download Acrobat Reader to view and print the document.
Course Summary
This course provides insights into the many different types of two-way, conventionally reinforced, concrete flat slab and flat plate systems and their design and construction.
Related Links
For additional technical information related to this subject, please visit the following website:
www.concrete.com
www.cement.com
www.crsi.com
Quiz
Once you finish studying the above course content, you need to take a quiz to obtain the PDH credits.
DISCLAIMER: The materials contained in the online course are not intended as a representation or warranty on the part of PDH Center or any other person/organization named herein. The materials are for general information only. They are not a substitute for competent professional advice. Application of this information to a specific project should be reviewed by a registered architect and/or professional engineer/surveyor. Anyone making use of the information set forth herein does so at their own risk and assumes any and all resulting liability arising therefrom.
