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Effective Length and Slenderness Ratio | Effective Length
00:10:45
Euler Theory of Column | Euler's Theory of Columns
00:08:38
Strain Energy | Total Strain Energy
00:05:42
Strain Rosettes | Principal Stresses and Principal Strains
00:09:40
State of Strain and Strain Tensor | Shear Strains in Oblique Planes
00:06:02
Mohr's Circle for Stresses | Concept of Mohr's Circle
00:09:49
Stresses and its Plane | Principal Stresses and its Planes
00:08:53
Pure Shear Stress | Biaxial with Shear Stress Condition
00:06:08
Uniaxial and Biaxial Stresses | Uniaxial Stress Conditions
00:13:37
Principal Stresses | Plane of Maximum Shear Stress
00:07:08
Introduction to State of Stress | Matrix of Stress Tensor
00:12:27
Strain Energy Method for Cantilever Beam and Simply Supported Beam | Castigliano's First Theorem
00:11:08
Moment Area Method for Simply Supported Beam
00:08:05
Moment Area Method for Cantilever Beam
00:12:04
Macaulay's Method for Cantilever and Simply Supported Beam | Slope and Deflection
00:13:58
Double Integration Method for Simply Supported Beam | Simply Supported Beam
00:13:37
Double Integration Method for Cantilever Beam | Double Integration Methods
00:12:27
Introduction to Slope and Deflection | Beam Differential Equation
00:11:56
Shear Stress Variation in I-section and T-section | Channel-Section
00:07:27
Shear Stress Variation in Triangular and Square Section | Shear Stress in Triangular Section
00:13:24
Shear Stress Variation in Rectangular and Circular Section | Shear Stress in Circular Section
00:10:10
Introduction to Shear Stress | Analysis of Shear Stress in the Beams
00:17:21
Comparison between Hollow and Solid Shaft | Design of Shaft
00:07:48
Combined Bending and Torsion of Circular Shafts | Shafts in Series and Parallel
00:08:33
Power Transmitted by Shaft and Torsional Stiffness | Power Transmitted by Shafts
00:07:45
Torsion in Solid and Hollow Section Moment | Torsion Equation
00:07:33
Polar Moment of Inertia
00:05:50
Torsion Equation | Torsion Equation for Circular Shafts
00:08:01
Composite Beam
00:11:59
Comparison of Beam and Beam of Uniform Section | Rectangular Beam
00:10:41