Hemant Shinde
Optimum Design: problem solution
Optimum Design: Theory
L 57 Deflection of beams: simply supported beam subjected to two point loads problem solution
L 56 - Deflection of beams : cantilever beam subjected to udl and point load derivation
L 55- Deflection of beams: problem solution 2 (simply supported Beam)
L 54: Deflection of beams: simply supported beam subjected to central point load derivation
L 53 deflection of beams problem solution 1(cantilever beam)
L 52 B- Macaulay's method used for deflection of beams
L 52 A- Introduction to deflection of beams and double integration method
L52 : Rankine's theory used for columns: problem solution 2
L 51 Column: (Euler's theory and Rankine's theory) problem solution 1
L50 B- Rankine's theory used for columns: derivation
L 50 A- limitations of Euler's theory
L 49 Concept of Equivalent length in column
L19 Higher order elements in FEA
L 18 Shape functions of 2D quadrilateral element
L 48 B- Euler's column theory: problem solution 2
L 48 A- Euler's column theory: problem solution 1
L47 Column and strut: Introduction and derivation of Euler's column theory
L 36 Lagrange's equation
L 35 B Raylaigh's method for multi degree of freedom system problem solution
L 35 A - Rayleigh's method derivation for multi degree of freedom system
L 34 influence coefficient: problem solution 2 for cantilever beam problem
L45 Two dimensional stress system problem solution 2 (principal stresses and strains)
L46 Two dimensional stress system problem solution 2 (principal stresses and strains)
L17 -2D elements problem solution by constant strain triangle- problem solution 2
L 16 problems on 2D elements by using a constant strain triangle: problem solution 1
L44 Two dimensional stress system problem solution 1 by analytical and Mohr's circle method
L33 B Influence coefficient: problem solution
L 33 Influence coefficient: Introduction