B.Tech. in civil engineering at IIT Kharagpur. Summer research intern at the University of Edinburgh, United Kingdom. 

Ashish Ranjan

This course gives a detailed analysis of structures and computation of external support reactions, forces in the members of the structures, and their displacements/deformations using various methods.

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English

Structural Analysis: GATE

Indeterminacy and Stability of Structures 

Structural Analysis

Civil Engineering

GATE & ESE - Civil

GATE, ESE and IIT-JAM

Ace the toughest competitive and government exams in India 

Test Preparation

Introduction to Structural Engineering

Description about the various structures and loads acting on the structures.

Types of Structures and Loads

Methods to calculate the indeterminacy for various structures.

Determinacy and Indeterminacy

Tutorial on determinacy and indeterminacy of structures

Tutorial on Determinacy and Indeterminacy

Trusses

Method of Joints - Trusses

Method of sections - Trusses

Compound truss

Complex truss - method of substitute members

Complex truss- method of substitute members

Bending moment and shear force diagrams - 1

Bending moment and shear force diagrams - Part 1

Bending moment and shear force diagrams part 2

Bending moment and shear force diagrams - Part 2

Tutorial on bending moment and shear force diagrams - Part 1. Please note a correction in the first  question. In the final bending moment diagram, the point of contraflexure (where bending moment is 0) is obtained at x=7.778m, i.e. at a distance of 1.778m from the 6m mark and at a distance of 6.222m from the 14m mark on the beam. (In the diagram shown in the video, the point of contraflexure is shown to be at x=6+2.29, i.e. at x=8.29m which is wrong). The correct value for x is obtained if you substitute the moment equation (-385.7x + 3000) equal to 0.

Tutorial on bending moment and shear force diagrams - Part 1

Tutorial on bending moment and shear force diagrams - Part 2.

Tutorial on bending moment and shear force diagrams - Part 2

Shortcut on drawing bending moment and shear force diagrams

Tutorial on bending moment and shear force diagrams - Part 3

Cables - Part 1

Cable subjected to uniform distributed load

Cables - Part 2

Cables - Part 3

Arches

Tutorial on cables and arches

Portal method - Approximate analysis of statically indeterminate structures

Cantilever method - Approximate analysis of statically indeterminate structures

Deflection - Introduction

Deflection - The elastic beam theory

Deflection - Double integration method

Deflection - Moment area theorem

Deflection using moment area method - Part 1

Deflection - Moment area method - Part 1

Deflection using moment area method - Part 2

Deflection - Moment area method - Part 2

Deflection by conjugate beam method - Part 1

Deflection - Conjugate beam method - Part 1

Deflection using Conjugate beam method - Part 2

Deflection - Conjugate beam method - Part 2

Deflection using energy methods - Introduction to unit load method

Deflection using energy methods - Part 1

Deflection using energy methods - Problems on unit load method

Deflection using energy methods - Part 2

Problem on frame using the virtual work method (unit load method)

Deflection using energy methods - Part 3

Deflection using energy methods - Part 4

Problems on finding deflection using castigliano's theorem.

Deflection using energy methods - Part 5

Problems on beams and strings using the energy methods

Tutorial on deflection using energy methods

An informal introduction on force method for statically indeterminate structures.

Analysis of statically indeterminate structures by force method - Part 1

Introduction to the laws regarding the force method.

Analysis of statically indeterminate structures by force method - Part 2

Derivation of the required formulae for the force method of statically indeterminate structures.

Analysis of statically indeterminate structures by force method - Part 3

Problem on force method for analysis of statically indeterminate structures.

Analysis of statically indeterminate structures by force method - Part 4

Analysis of statically indeterminate structures by force method - Part 5

Analysis of statically indeterminate structures by force method - Part 6

Slope deflection method - Part 1

Formulation of the equations of the slope deflection method.

Slope deflection method - Part 2

Formulation of the slope deflection method.

Slope deflection method - Part 3

Slope deflection method - Part 4

Slope deflection method - Part 5

Slope deflection method - Part 6

Slope deflection method - Part 7

Problem on asymmetrical frame using Slope deflection method

Slope deflection method - Part 8

Introduction to moment distribution method

Moment distribution method - Part 1

Description of factors related to the slope deflection method

Moment distribution method - Part 2

Moment distribution method - Part 3

Moment distribution method - Part 4

Please note one correction that the joint D is a pin joint and not a fixed support.

Moment distribution method - Part 5

Problem on side sway using moment distribution method

Moment distribution method - Part 6

Moment distribution method - Part 7

Introduction to the stiffness approach method

Introduction to stiffness approach (Matrix method) - Part 1

Load displacement matrix in the local coordinate system.

Introduction to stiffness approach (Matrix method) - Part 2

Introduction to stiffness approach (Matrix method) - Part 3

Introduction to stiffness approach method (Matrix method) - Part 4

Member stiffness matrix in global coordinates.

Introduction to stiffness approach method (Matrix method) - Part 5

Numerical on calculation of global structure stiffness matrix for a truss.

Problem on stiffness method of analysis for truss

Application of the stiffness method for truss analysis for calculation of member forces.

Application of the stiffness method for truss analysis

Solving for the global forces and displacements. This question is a continuation of the question discussed in lecture no 62 which was solved for the global structure stiffness matrix.

Numerical on stiffness method of analysis for truss - Part 1

Continuation of the previous video (Lecture no 64) for the same problem to calculate the member forces in the truss.

Numerical on stiffness method of analysis for truss - Part 2

Local and global force vectors for temperature effects and fabrication errors.

Trusses having thermal changes and fabrication errors - Part 1

Member forces in case of thermal effects and fabrication errors, and discussion of the space truss analysis.

Trusses having thermal changes and fabrication errors - Part 2

Member and node identification, and numbering of the degrees of freedom.

Beam analysis using the stiffness method - Part 1

Discussion of the member stiffness matrix.

Beam analysis using the stiffness method - Part 2

Beam structure stiffness matrix and case of intermediate loading (uniformly distributed load).

Beam analysis using the stiffness method - Part 3

Numerical on beam analysis using the stiffness method.

Numericals on beam analysis using the stiffness method - Part 1

Part 1 of the numerical on stiffness method for beam analysis which involves distributed loading.

Numericals on beam analysis using the stiffness method - Part 2

Part 2 of the numerical on stiffness method for beam analysis involving uniformly distributed loading.

Numericals on beam analysis using the stiffness method - Part 3

Member stiffness matrix for the frame in the local coordinates.

Plane frame analysis using the direct stiffness method - Part 1

Displacement transformation matrix for a plane frame.

Plane frame analysis using direct stiffness method - Part 2

Force transformation matrix and global structure stiffness matrix for a plane frame.

Plane frame analysis using direct stiffness method - Part 3

Numerical on frame analysis using the direct stiffness method.

Numericals on plane frame analysis using direct stiffness method - Part 1

Numerical on flame analysis using the direct stiffness method.

Numericals on plane frame analysis using direct stiffness method - Part 2

Numerical on plane frame analysis using direct stiffness method.

Numericals on plane frame analysis using direct stiffness method - Part 3

1st part of the numerical on beam analysis using the matrix method.

Tutorial on beam analysis using the direct stiffness method - Part 1

Part 2 (continuation of part - 1) of the numerical on beam analysis using the matrix method. One important point to be emphasized over here is that when forming the q0 matrix for the equation Q=KD+q0, we only take those terms from the "fixed end moments and reactive forces", whose degree of freedom is known to us, rest all are taken as 0. Whereas, while doing this for the member forces, we take all the terms regardless of anything in the matrix for q0.

Tutorial on beam analysis using the direct stiffness method - Part 2

Tutorial on beam analysis using the direct stiffness method.

Tutorial on beam analysis using the direct stiffness method - Part 3

Tutorial on beam analysis using the direct stiffness method - Part 4

Part 1 of the tutorial on plane frame analysis using the direct stiffness method.

Tutorial on plane frame analysis using the direct stiffness method - Part 1

Part 2 (continuation of Part 1) of the tutorial on plane frame analysis using the direct stiffness method.

Tutorial on plane frame analysis using the direct stiffness method - Part 2

Numerical on truss analysis using the direct stiffness method - Part 1

Tutorial on truss analysis using the direct stiffness method - Part 1

Numerical on truss analysis using the direct stiffness method - Part 2

Tutorial on truss analysis using the direct stiffness method - Part 2

Numerical on truss analysis using the direct stiffness method - Part 3

Tutorial on truss analysis using the direct stiffness method - Part 3

Tutorial on truss analysis using the direct stiffness method - Part 4

Tutorial on truss analysis using the direct stiffness method - Part 5

Tutorial on truss analysis using the direct stiffness method - Part 6

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Praveen Kumar

This course is specially designed for SSC JE mains , IES mains , GATE aspirants. It is an effort to help them, solidify their concepts and to develop understanding with the subjects.

(Hindi) Strength of Materials

Engineer by profession. Teacher by passion. Very ambitious for goals.

Prakash Singh Chauhan

In this course, Prakash Singh Chauhan discusses the methods to calculate deflection and slope at any point of a loaded structural member. The course will be beneficial for Engineering students.

(Hindi) Structural Analysis: Slope and Deflection

Worked as plus educator for unacademy. appeared  in  intervew in RPSC Aen. 2 time ssc je pre qualified

Neeraj Sharma

in this course I cover all the major topics of theory of structure with the help of lots of numerical ( for build the concept and deep knowledge of subject)

(Hindi) Theory of Structure

UPSC CSE Aspirant| 
Civil Engineer | Top Educator 2017 |
Love to teach 

Rupanzil Prince

This course discusses about the design of steel structures using limit state method ( IS 800: 2007). 
In this course I have specifically targeted the bolted connection part
At the end of this course you will have a clear understanding of how to design bolted connections in steel structures.

Design of steel structures - BOLTED CONNECTIONS

 Use code SAURABH-1366 for 10% discount ESE PRE - TECHNICAL SCORE 180/300| GATE Qualified lNIT SRINAGAR| Founder of 'knowledge decoder'

Saurabh Kumar

Will be discussing about concept of deflection and will solve plenty of questions regarding GATE ESE AE JE .By the end of course you will have the confidence to approach any objective type questions

(Hindi) Deflection : GATE ESE Civil

I believe in creativity and imparting education and excellence in the most joyful and fascination manner. I would love to teach the students

Srishti Bhadauria

The course deals with the sectors like-
1. Urban development and Planning 
2. Environmental Planning 
3.City (Town) and Regional Planning
4. Formulation of Plans and Policies
5.Geographic Information system 
6. Disaster management Planning 
7 Case Studies of good and bad practices adopted globally and Nationally.

Lessons

91 lessons • 17h 56m

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Introduction to Structural Engineering

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Types of Structures and Loads

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Determinacy and Indeterminacy

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Tutorial on Determinacy and Indeterminacy

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Trusses

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Method of Joints - Trusses

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Method of sections - Trusses

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Compound truss

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Complex truss- method of substitute members

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Bending moment and shear force diagrams - Part 1

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