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Matrix Method of Structural Analysis

Matrix Method of Structural Analysis

FREE (Audit)
IIT Kharagpur
Course by
SwayamCourses from Swayam
Certificate awarded
For Rs. 1000
Intermediate

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Checklist

Certification

You will get a certificate on completing this course.

University

The course is not from a very prestigious university.

Price

This course costs very less.

Difficulty

The students of this course have found this course difficult.

Content

The students of this course have liked the content of this course.

Teaching

The students of this course have liked how the instructor has taught this course.

Satisfaction

The students of this course are overall satisfied with this course.

Matrix Method of S ...

Why should you choose this course?

Description

This is a second level course on structural analysis. Herein the concept of matrix method of structural analysis with application in various structural components will be discussed. This course will serve as a bridge between structural analysis 1 (the first course on structural analysis) and more advance topic such as finite element method (FEM).

INTENDED AUDIENCE: Civil Engineering, Mechanical Engineering, Aerospace Engineering,Naval Architecture, Applied Mechanics
PREREQUISITES: Solid Mechanics, Structural Analysis 1
INDUSTRY SUPPORT: Any Civil, Mechanical and Aerospace company

Syllabus

COURSE LAYOUTWeek 1 : Introduction Structures, loads and response; determinate and indeterminate structures; stiffness and flexibilityWeek 2 : Review of analysis of Indeterminate structures Force and displacement methodsWeek 3 : Mathematical preliminaries Review of concept of matrix algebra; stiffness and flexibility matricesWeek 4 : Analysis of TrussesWeek 5 : Analysis of BeamsWeek 6 : Analysis of plane framesWeek 7 : Implementation issuesWeek 8 : Beyond matrix method: Introduction to finite element method

What others say about this course

Reviews from Youtube

concept clear lecture, this help us lot

This is my personal view:

While calculating the fixed end moments, the equilibrium condition cannot be equated to zero. In other words, (time of video 24:50) equilibrium at node 1 is P5+30=0 has no meaning, P5 = 30kN satisfies   Read More ...

Nice

In previous video, fixed end reactions showed as negative values. However, in this video those values are considered as positive. Kindly resolve my issue...

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