UNACADEMY TOP EDUCATOR 2017
Sr. Physics faculty in Motion Education , Kota
Teaching experience of more than 6years .

Sanjeev Tiwari

This course discusses various methods to find slope and deflection in beams subjected to various types of loading like point load, uniformly distributed load, moment, propped beams and combinations of all type of loading.

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English

Slope and Deflection in Mechanical Engineering

Mechanical Engineering

Mechanical Properties of Material

Strength of Material

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Brief about the slope and deflection like its possible cases,different methods to determine their values  and sign convention to be followed.

Overview

Difference between bending and buckling and also what are the sign conventions which we will follow while determining the  slope and deflection.

Bending vs Buckling and Sign Conventions

in this we will learn how to use double integration method to find slope and deflection in any type of loading just by forming one equation.

Double Integration Method - Part 1

in this we will solve some more numericals using double integration method to determine slope and deflection of beam.

Double Integration Method - Part 2

Application of some known values of slope and deflection of some cases  to solve some more numericals without using any method.

Application of What We Learnt and Brief about Moment Area Method

In this we will learn how to find slope and deflection by drawing only bending moment diagram using moment area method.

Moment Area Method: Part 1

In this we are solving some more numericals using moment area method to find slope and deflection.

Moment Area Method: Part 2

In this also we are solving numericals to find slope and deflection using moment area method.

Moment Area Method: Part 3

If flexural rigidity(EI) varies how to draw its moment area diagram to find slope and deflection.

Moment Area Method with Variable Flexural Rigidity

understanding the concept that how to find strain energy in any  beam subjected to loading and how to use strain energy to determine deflection.

Castiglione Theorem: Part 1

Determining the value of strain energy of beam  subjected to various type of loading and how to use strain energy  to determine deflection.

Castiglione Theorem: Part 2

How to determine deflection of identical beam subjected to point load using maxwell reciprocal method and function of propped beam.

Maxwell Reciprocal's Method and Propped Beams

Function of propped beam and solving numericals using Macaulay's method which is also called modified double integration method.

Propped Beam and Macaulay's Method

I have done B.Tech(ME), M.Tech(Design). Since 2013 I am working as a GATE,IES & PSU Trainer. I taught more than 30,000 students.

Shankar Wadne

Dear students in this lectures we will see complete Analysis of Morning and Evening Paper with Subject wise detailed solution

(Hindi) GATE 2019 Analysis and Subject Wise Detailed Solution

Director at Course Creel (co.)
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Krishna Verma

This course consist strength of materials previous year questions of GATE.  Strength of materials is a highly weightage and totally numerical based subject.

(Hindi) GATE (Mechanical) : GATE Previous Year Questions - Strength of Materials

I am Saurav Kumar.I was lecturer in BITT polytechnic Ranchi and have experience of 2 year in teaching.

Saurav Kumar

Gate previous question discussion is done in this course

(Hindi) GATE: Strength of Materials

B.E. (MECHANICAL ENGINEERING) in 2016 CLEARED GATE 3 TIMES . UPSC-CSE And State Exams Aspirant .

Deepak Gupta

This Course Contains Description About Stresses In Any Oblique Plane Passing Through A  Point, Gives Idea About Principal Stress And Maximum Shear Stress In The Component Which Is Subjected To Different Loading Condition ( In Hindi) .

Lessons

13 lessons • 2h 8m

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Overview

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Bending vs Buckling and Sign Conventions

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Double Integration Method - Part 1

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Double Integration Method - Part 2

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Application of What We Learnt and Brief about Moment Area Method

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Moment Area Method: Part 1

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Moment Area Method: Part 2

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Moment Area Method: Part 3

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Moment Area Method with Variable Flexural Rigidity

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Castiglione Theorem: Part 1

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