MechE Design Course

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Stresses on Inclined Plane Stresses on Inclined Sections Solved Numerical

Equivalent stiffness of Bar and Spring Combination Solved Numerical

Equivalent Stiffness of Spring and Hinged Bar Combination Solved Example Mechanical Vibrations

Logarithmic Decrement SDOF Damped Vibrations

Damped Vibration of SDOF System Underdamped, Overdamped and critically Damped systems Summary

Free Vibration Response of Over-damped SDOF System

Free Vibration response of Critically Damped SDOF System

Coupled Pendulums Coupled Oscillators Normal Mode Solutions

Free vibration Response of Underdamped SDOF system Part-2

Free vibration Response of Underdamped SDOF system Part-1

Critical Damping Co-efficient and Damping Ratio Free Vibration of Damped System DOM

Damped Free Vibrations with Viscous Damping Equation of Motion

Solved Example Equivalent Stiffness of beams Natural Frequency L11

Equivalent stiffness of beam and spring combination L10

Undamped Free Vibration Response of SDOF System Part-2

Mohr's Stress Circle Part -2 Principal Stress and Strain Strength of Materials

Mohr's Stress Circle Part -1 Principal Stress and Strain Strength of Materials

Normal Stress on the Plane of Maximum Shear Stress

Principal Shear Stress Maximum Shear Stress

Principal Stresses

Stress Transformation Stress Invariants

Orientation of Principal Planes Stress Transformation

Stresses on an Inclined Plane Bi-axial and Shear Stress Condition

Stresses on an Inclined Plane Pure Shear Stress Condition

Stresses on Inclined Plane Bi-axial Stress Conditions

Stresses on Inclined Plane Uni-axial Loading Condition

Stress Transformation Introduction

Equivalent Stiffness of beams L9

Effect of the Spring mass on Natural Frequency L8

Natural Frequency of Vibrations Part-1 Simple Spring Mass System and Cantilever beam L7