Structural Analysis
Skills for Practice
Will be published approx. on 23. May 2019
Software
Product license key
700 pages
978-0-13-487710-5 (ISBN)
Description
Teach students to develop their intuition and the habit of evaluating their results.
Structural Analysis helps students develop intuition and the habit of evaluating the reasonableness of structural analysis results. With examples and problems that use a guess, calculate, and evaluate results structure, the text will help students develop the metacognitive skill of thinking about their own thought processes.
For courses in structural analysis.
Pearson eText is an easy-to-use digital textbook that you can purchase on your own or instructors can assign for their course. The mobile app lets you keep on learning, no matter where your day takes you, even offline. You can also add highlights, bookmarks, and notes in your Pearson eText to study how you like.
NOTE: This ISBN is for the Pearson eText access card. Pearson eText is a fully digital delivery of Pearson content. Before purchasing, check that you have the correct ISBN. To register for and use Pearson eText, you may also need a course invite link, which your instructor will provide. Follow the instructions provided on the access card to learn more.
Structural Analysis helps students develop intuition and the habit of evaluating the reasonableness of structural analysis results. With examples and problems that use a guess, calculate, and evaluate results structure, the text will help students develop the metacognitive skill of thinking about their own thought processes.
For courses in structural analysis.
Pearson eText is an easy-to-use digital textbook that you can purchase on your own or instructors can assign for their course. The mobile app lets you keep on learning, no matter where your day takes you, even offline. You can also add highlights, bookmarks, and notes in your Pearson eText to study how you like.
NOTE: This ISBN is for the Pearson eText access card. Pearson eText is a fully digital delivery of Pearson content. Before purchasing, check that you have the correct ISBN. To register for and use Pearson eText, you may also need a course invite link, which your instructor will provide. Follow the instructions provided on the access card to learn more.
More details
Language
English
Place of publication
United States
Publishing group
Pearson Education (US)
Target group
College/higher education
ISBN-13
978-0-13-487710-5 (9780134877105)
Copyright in bibliographic data and cover images is held by Nielsen Book Services Limited or by the publishers or by their respective licensors: all rights reserved.
Schweitzer Classification
Person
About our author For over 20 years, Dr. James Hanson has blended his two greatest passions: engineering and teaching. His undergraduate and graduate degrees come from Cornell University where his engineering and teaching skills started developing. He further developed those skills as a structural engineer for a large chemical company and as an engineer officer in the US Army. As a result, he is a licensed professional engineer in New York and Indiana.
Now he is a Professor of Civil and Environmental Engineering at Rose-Hulman Institute of Technology which means he gets to focus on developing pedagogies and testing their effectiveness. His specialty is speeding up the novice-to-expert transition in the area of evaluating the reasonableness of analysis and design results.
Jim's passion for blending engineering and teaching have led to awards from the American Society for Engineering Education, the American Society of Civil Engineers and the American Concrete Institute. Perhaps the most telling awards, however, are the ones he received based on nominations from his current and former students: the Rose-Hulman Honorary Alumni Award and the Dean's Outstanding Teaching Award.
Now he is a Professor of Civil and Environmental Engineering at Rose-Hulman Institute of Technology which means he gets to focus on developing pedagogies and testing their effectiveness. His specialty is speeding up the novice-to-expert transition in the area of evaluating the reasonableness of analysis and design results.
Jim's passion for blending engineering and teaching have led to awards from the American Society for Engineering Education, the American Society of Civil Engineers and the American Concrete Institute. Perhaps the most telling awards, however, are the ones he received based on nominations from his current and former students: the Rose-Hulman Honorary Alumni Award and the Dean's Outstanding Teaching Award.
Content
Loads and Structure Idealization
1.1 Loads
1.2 Load Combinations
1.3 Structure Idealization
1.4 Application of Gravity Loads
1.5 Application of Lateral Loads
1.6 Distribution of Lateral Loads by Flexible Diaphragm
Predicting Results
2.1 Qualitative Truss Analysis
2.2 Principle of Superposition
2.3 Principle of Superposition
2.4 Approximating Loading Conditions
Cables and Arches
3.1 Cables with Point Loads
3.2 Cables with Uniform Loads
3.3 Arches
Internal Force Diagrams
4.1 Internal Forces by Integration
4.2 Constructing Diagrams by Deduction
4.3 Diagrams for Frames
Deformations
5.1 Double Integration Method
5.2 Conjugate Beam Method
5.3 Virtual Work Method
Influence Lines
6.1 Table-of-Points Method
6.2 Mueller-Breslau Method
6.3 Using Influence Lines
Introduction to Computer Aided Analysis
7.1 Why Computer Results are Always Wrong
7.2 Checking Fundamental Principles
7.3 Checking Features of the Solution
Approximate Analysis of Indeterminate Trusses and Braced Frames
8.1 Indeterminate Trusses
8.2 Braced Frames with Lateral Loads
8.3 Braced Frames with Gravity Loads
Approximate Analysis of Rigid Frames
9.1 Gravity Load Method
9.2 Portal Method for Lateral Loads
9.3 Cantilever Method for Lateral Loads
9.4 Combined Gravity and Lateral Loads
Approximate Lateral Displacements
10.1 Braced Frames - Story Drift Method
10.2 Braced Frames - Virtual Work Method
10.3 Rigid Frames - Stiff Beam Method
10.4 Rigid Frames - Virtual Work Method
10.5 Solid Walls - Single Story
10.6 Solid Walls - Multistory
Diaphragms
11.1 Distribution of Lateral Loads by Rigid Diaphragm
11.2 In Plane Shear: Collector Beams
11.3 In Plane Moment: Diaphragm Chords
Force Method
12.1 One Degree Indeterminate Beams
12.2 Multi-Degree Indeterminate Beams
12.3 Indeterminate Trusses
Moment Distribution Method
13.1 Overview of Method
13.2 Fixed End Moments and Distribution Factors
13.3 Beams and Sidesway Inhibited Frames
13.4 Sidesway Frames
Direct Stiffness Method for Trusses
14.1 Overview of Method
14.2 Transformation and Element Stiffness Matrices
14.3 Compiling the System of Equations
14.4 Finding Deformations, Reactions and Internal Forces
14.5 Additional Loadings
Direct Stiffness Method for Frames
15.1 Element Stiffness Matrix
15.2 Transformation Matrix
15.3 Global Stiffness Matrix
15.4 Loads Between Nodes
15.5 Direct Stiffness Method
15.6 Internal Forces
1.1 Loads
1.2 Load Combinations
1.3 Structure Idealization
1.4 Application of Gravity Loads
1.5 Application of Lateral Loads
1.6 Distribution of Lateral Loads by Flexible Diaphragm
Predicting Results
2.1 Qualitative Truss Analysis
2.2 Principle of Superposition
2.3 Principle of Superposition
2.4 Approximating Loading Conditions
Cables and Arches
3.1 Cables with Point Loads
3.2 Cables with Uniform Loads
3.3 Arches
Internal Force Diagrams
4.1 Internal Forces by Integration
4.2 Constructing Diagrams by Deduction
4.3 Diagrams for Frames
Deformations
5.1 Double Integration Method
5.2 Conjugate Beam Method
5.3 Virtual Work Method
Influence Lines
6.1 Table-of-Points Method
6.2 Mueller-Breslau Method
6.3 Using Influence Lines
Introduction to Computer Aided Analysis
7.1 Why Computer Results are Always Wrong
7.2 Checking Fundamental Principles
7.3 Checking Features of the Solution
Approximate Analysis of Indeterminate Trusses and Braced Frames
8.1 Indeterminate Trusses
8.2 Braced Frames with Lateral Loads
8.3 Braced Frames with Gravity Loads
Approximate Analysis of Rigid Frames
9.1 Gravity Load Method
9.2 Portal Method for Lateral Loads
9.3 Cantilever Method for Lateral Loads
9.4 Combined Gravity and Lateral Loads
Approximate Lateral Displacements
10.1 Braced Frames - Story Drift Method
10.2 Braced Frames - Virtual Work Method
10.3 Rigid Frames - Stiff Beam Method
10.4 Rigid Frames - Virtual Work Method
10.5 Solid Walls - Single Story
10.6 Solid Walls - Multistory
Diaphragms
11.1 Distribution of Lateral Loads by Rigid Diaphragm
11.2 In Plane Shear: Collector Beams
11.3 In Plane Moment: Diaphragm Chords
Force Method
12.1 One Degree Indeterminate Beams
12.2 Multi-Degree Indeterminate Beams
12.3 Indeterminate Trusses
Moment Distribution Method
13.1 Overview of Method
13.2 Fixed End Moments and Distribution Factors
13.3 Beams and Sidesway Inhibited Frames
13.4 Sidesway Frames
Direct Stiffness Method for Trusses
14.1 Overview of Method
14.2 Transformation and Element Stiffness Matrices
14.3 Compiling the System of Equations
14.4 Finding Deformations, Reactions and Internal Forces
14.5 Additional Loadings
Direct Stiffness Method for Frames
15.1 Element Stiffness Matrix
15.2 Transformation Matrix
15.3 Global Stiffness Matrix
15.4 Loads Between Nodes
15.5 Direct Stiffness Method
15.6 Internal Forces