Basics of Structural Analysis, Part 3 of 3

Basics of Structural Analysis, Part 3 of 3, available at $64.99, has an average rating of 4.8, with 71 lectures, based on 11 reviews, and has 135 subscribers.

You will learn about Basics of Structural Analysis, Part 3 of 3 Chapters 21-30 The final part of the Basics of Structural Analysis Course Covers connections for torsion and more This course is ideal for individuals who are Civil Engineering Students, 2nd, 3rd and 4th year undergraduate students or Architectural Students It is particularly useful for Civil Engineering Students, 2nd, 3rd and 4th year undergraduate students or Architectural Students.

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Summary

Title: Basics of Structural Analysis, Part 3 of 3

Price: $64.99

Average Rating: 4.8

Number of Lectures: 71

Number of Published Lectures: 71

Number of Curriculum Items: 71

Number of Published Curriculum Objects: 71

Original Price: $19.99

Quality Status: approved

Status: Live

What You Will Learn

Basics of Structural Analysis, Part 3 of 3
Chapters 21-30
The final part of the Basics of Structural Analysis Course
Covers connections for torsion and more

Who Should Attend

Civil Engineering Students, 2nd, 3rd and 4th year undergraduate students
Architectural Students

Target Audiences

Civil Engineering Students, 2nd, 3rd and 4th year undergraduate students
Architectural Students

This completes the course of the Basics of Structural analysis. It is a more advanced part of the Structural analysis of structures. It covers different methods to solve statically indeterminate structures. After finishing this course, you will be able to analyze most structures for a variety of loads. This part 3 of the Basics of Structural Analysis course includes the following chapters:

Connections subjected to Torsion.

Combined Stresses.

Determinacy and Indeterminacy.

Deflections by the double integration method.

Deflections by the Conjugate Beam method.

Deflections by the virtual work method.

Consistent Deformations method.

Slope Deflection method.

Moment Distribution method.

And

The three moment-Equation method.

These methods are different ways to solve statically indeterminate structures. Once you understand them, you will be familiar with the basis of the commercial software packages out there which are used to solve Structures. Also, you will have a good basis for the Structural Design of structures. You will know how to check the Structures for the combined Stresses they are generally subjected to.

I would advise students to take the 3 parts of the course in order to obtain a comprehensive understanding of Structural analysis. I bet you will be a very good Engineer once you master these basics of structural analysis. You will also be more than ready to take on design courses, specifically the design of steel structures.

Course Curriculum

Chapter 1: Chapter 21: Connections subjected to Torsion

Lecture 1: Chap 21 – Lect 1

Lecture 2: Chap 21 – Lect 2

Lecture 3: Chap 21 – Lect 3

Lecture 4: Chap 21 – Lect 4

Chapter 2: Chapter 22: Combined Stresses

Lecture 1: Chap 22 – Lect 1

Lecture 2: Chap 22 – Lect 2

Lecture 3: Chap 22 – Lect 3

Chapter 3: Chapter 23: Determinacy and Indeterminacy

Lecture 1: Chap 23 – Lect 1

Chapter 4: Chapter 24: Deflection (Double-Integration Method)

Lecture 1: Chap 24 – Lect 1

Lecture 2: Chap 24 – Lect 2

Lecture 3: Chap 24 – Lect 3

Lecture 4: Chap 24 – Lect 4

Lecture 5: Chap 24 – Lect 5

Lecture 6: Chap 24 – Lect 6

Lecture 7: Chap 24 – Lect 7

Lecture 8: Chap24 – Lect 8

Lecture 9: Chap24 – Lect 9

Chapter 5: Chapter 25: Deflection using the Conjugate Beam method

Lecture 1: Chap25 – Lect 1

Lecture 2: Chap 25 – Lect 2

Lecture 3: Chap25 – Lect 3

Lecture 4: Chap25 – Lect 4

Lecture 5: Chap25 – Lect 5

Chapter 6: Chapter 26: Deflection using the Virtual work method

Lecture 1: Chap26 – Lect 1

Lecture 2: Chap 26 – Lect 2

Lecture 3: Chap26 – Lect 3

Lecture 4: Chap26 – Lect 4

Lecture 5: Chap26 – Lect 5

Lecture 6: Chap 26 – Lect 6

Lecture 7: Chap26 – Lect 7

Lecture 8: Chap26 – Lect 8

Chapter 7: Chapter 27: Deflection using the Consistent Deformations method

Lecture 1: Chap 27 – Lect 1

Lecture 2: Chap 27 – Lect 2

Lecture 3: Chap 27 – Lect 3

Lecture 4: Chap 27 – Lect 4

Lecture 5: Chap 27 – Lect 5

Lecture 6: Chap 27 – Lect 6

Lecture 7: Chap 27 – Lect 7

Lecture 8: Chap 27 – Lect 8

Lecture 9: Chap 27 – Lect 9

Lecture 10: Chap 27 – Lect 10

Lecture 11: Chap 27 – Lect 11

Lecture 12: Chap 27 – Lect 12

Lecture 13: Chap 27 – Lect 13

Chapter 8: Chapter 28: The Slope Deflection method

Lecture 1: Chap 28 – Lect 1

Lecture 2: Chap 28 – Lect 2

Lecture 3: Chap 28 – Lect 3

Lecture 4: Chap 28 – Lect 4

Lecture 5: Chap 28 – Lect 5

Lecture 6: Chap 28 – Lect 6

Lecture 7: Chap 28 – Lect 7

Lecture 8: Chap 28 – Lect 8

Lecture 9: Chap 28 – Lect 9

Lecture 10: Chap 28 – Lect 10

Lecture 11: Chap 28 – Lect 11

Lecture 12: Chap 28 – Lect 12

Chapter 9: Chapter 29: The Moment Distribution Method

Lecture 1: Chap 29 – Lect 1

Lecture 2: Chap 29 – Lect 2

Lecture 3: Chap 29 – Lect 3

Lecture 4: Chap 29 – Lect 4

Lecture 5: Chap 29 – Lect 5

Lecture 6: Chap 29 – Lect 6

Lecture 7: Chap 29 – Lect 7

Lecture 8: Chap 29 – Lect 8

Lecture 9: Chap 29 – Lect 9

Lecture 10: Chap 29 – Lect 10

Chapter 10: Chapter 30: The 3 moments equation method

Lecture 1: Chap 30 – Lect 1

Lecture 2: Chap 30 – Lect 2

Lecture 3: Chap 30 – Lect 3

Lecture 4: Chap 30 – Lect 4

Lecture 5: Chap 30 – Lect 5

Lecture 6: Chap 30 – Lect 6

Instructors

Emad Nassar
A Structural Engineer

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