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Strength of material objective type question pdf download

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Collection of Strength of material Objective type Questions and based on competetive Examinations. Also includes previousely asked MCQs in many Indian Govt. examinations.

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Strength of material mcq pdf ( objective Questions and answers ) are picked precisely from the topics in content below:

CONTENT

  1. BASIC DEFINITIONS
  2. TYPES OF STRESSES: Types of Strains, Elastic Body and Elastic Strains, Plastic Body and Plastic Strains.
  3. HOOKE’S LAW: Modulus of Elasticity or Young’s Modulus (E), Modulus of Rigidity or Shear Modulus of Elasticity, Bulk Modulus (K).
  4. EXTENSION OF A UNIFORM ROD OR UNIFORMLY TAPERING ROD
  5. STRESS AND EXTENSION OF A UNIFORM ROD OR CONICAL ROD
    DUE TO ITS OWN WEIGHT
  6. BARS OF COMPOSITE SECTIONS
  7. THERMAL STRESSES
  8. POISSON’S RATIO AND LATERAL STRAIN
  9. RESILIENCE: Shear Resilience, Relations between Modulus of Elasticity (E), Modulus of Rigidity (C) and Bulk Modulus
    (K) in Terms of Poisson’s Ratio
  10. STRESSES ON AN INCLINED SECTION OF A BAR CARRYING AXIAL LOAD: A Bar Subjected to One Tensile Stress, A Bar Subjected to Two Like Principal Stresses, A Bar Subjected to Two Direct Stresses in Two Mutually Perpendicular Direction
    Accompanied by a Shear Stress (τ)
  11. MOHR’S CIRCLE OF STRESSES: A Bar Subjected to Two Unequal Like Principal Stresses, A Bar is Subjected to Two Unequal Unlike Principal Stresses
  12. PRINCIPAL STRESSES ON A POINT ON A SHAFT SUBJECTED TO BENDING AND TORSION
  13. STRAIN ENERGY STORED IN A STRAINED MATERIAL
  14. SHEAR FORCE DIAGRAM AND BENDING MOMENT DIAGRAM: Shear Force Diagram, Bending Moment Diagram, Beam, Types of Loading, Relation Between Shear Force (S.F.) and Bending Moment (B.M.) at a Section, Point of Contra-flexure or Point of Inflexion, Bending Equation, Section Modulus, Differential Equations of Flexure
  15. DEFLECTION AND SLOPE: Uniform Beam Simply Supported at the Ends, Beam with uniformly distributed load, Beam with a point load (W) at a distance ‘a’ from one end and ‘b’ from the other end., Cantilevers, A cantilever with a point load (W) at the free end., A cantilever carrying a uniformly distributed load of w per unit length over the whole length (l), A cantilever of length (l) carrying a load whose intensity varies uniformly from zero at free end to w per unit length at the fixed end, Fixed Beam, Fixed beam carrying a point load at the centre, Fixed beam carrying a uniformly distributed load of w per unit length over the whole span.
  16. TORSION OF SHAFTS: Polar Modulus, Torsional Rigidity, Power Transmitted by a Rotating Shaft, Torsional Resilience
  17. SPRINGS: Laminated Springs, Helical Springs, Close-coiled Helical Springs, Open-coiled Helical Springs
  18. DIRECT AND BENDING STRESSES
  19. THIN CYLINDERS AND SPHERES: Strains in Cylindrical Shells, Riveted Cylindrical Shells, Thin Spherical Shells
  20. THICK CYLINDERS AND SPHERES: Thick Spherical Shells
  21.  COLUMNS AND STRUTS: Slenderness Ratio, Buckling Factor, Equivalent Length, End Condition, Euler’s Theory of Long Columns, Rankine’s Formula, Gordon’s Formula, Johnson’s Parabolic Formula
  22. STRESS-STRAIN CURVE FOR A MILD STEEL BAR

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