Matrix Classes

Physics for FOUNDATION, NEET and IIT-JEE.

Thermal Stresses
Thermal Stresses
Proof Stress, & Change in Properties of material due to Carbon
Proof Stress, & Change in Properties of material due to Carbon
Strain Energy, Resilience, & Toughness
Strain Energy, Resilience, & Toughness
Elongation of Composite bar || Case - 1 & 2
Elongation of Composite bar || Case - 1 & 2
Elongation of a Conical bar Under its self Weight.
Elongation of a Conical bar Under its self Weight.
Elongation of a Prismatic bar Under its self Weight
Elongation of a Prismatic bar Under its self Weight
Elongation of a Tapered bar Under axial load
Elongation of a Tapered bar Under axial load
Bars in Series || Case-1, 2 & 3
Bars in Series || Case-1, 2 & 3
Elastic Constants | Young’s modulus | Share modulus | Bulk modulus
Elastic Constants | Young’s modulus | Share modulus | Bulk modulus
Volumetric strain under tri axial loading.
Volumetric strain under tri axial loading.
Stress-Strain curve for Mild Steel, Cast Iron & Aluminium.
Stress-Strain curve for Mild Steel, Cast Iron & Aluminium.
Poisson’s Ratio.
Poisson’s Ratio.
Elastic Constants || Relation b/w Elastic Constants || Type of Materials
Elastic Constants || Relation b/w Elastic Constants || Type of Materials
Volumetric Strain in Rectangular Block, Cylindrical Bar & Spherical Body
Volumetric Strain in Rectangular Block, Cylindrical Bar & Spherical Body
Shear Strain
Shear Strain
Type of Strain.
Type of Strain.
Strain Tensor
Strain Tensor
Plane Stress or Bi-axial State of Stress.
Plane Stress or Bi-axial State of Stress.
Stress Tensor in 3 Dimensions
Stress Tensor in 3 Dimensions
Type of Stress
Type of Stress
Properties Of Material.
Properties Of Material.
Comparative analysis of strength of Ductile and Brittle materials.
Comparative analysis of strength of Ductile and Brittle materials.
Value of Eccentricity for no Tensile stress in Hollow Circular column
Value of Eccentricity for no Tensile stress in Hollow Circular column
Value of Eccentricity for no Tensile stress in Rectangular column.
Value of Eccentricity for no Tensile stress in Rectangular column.
Value of Eccentricity for no Tensile stress in column.
Value of Eccentricity for no Tensile stress in column.
Problem on Eccentric Axial Loading in S. O. M.
Problem on Eccentric Axial Loading in S. O. M.
Equivalent load under T. S. L.
Equivalent load under T. S. L.
Equivalent load under Eccentric Axial load in S. O. M. in Vertical Direction
Equivalent load under Eccentric Axial load in S. O. M. in Vertical Direction
DIFFERENTIATION of IMPLICIT FUNCTION
DIFFERENTIATION of IMPLICIT FUNCTION
Equivalent load under Eccentric Axial load in S. O. M.
Equivalent load under Eccentric Axial load in S. O. M.