WorksheetsMechanical Engineering Quiz
Total questions: 48
Worksheet time: 24mins
A load applied to small non-conformal area.
Concentric load
Eccentric load
Normal load
Axial load
A section where largest internal stress occurs.
Cross section
Internal section
Critical section
Longitudinal section
A load varying throughout cycle is known as:
Cyclic load
Simple load
Combined load
Eccentric load
A load distributed over entire area is said to be:
Concentrated load
Distributed load
Combined load
Axial load
A sketch of parts showing all acting forces is known as:
Free-body diagram
Schematic diagram
Force diagram
Stress-strain diagram
A type of load that is rapidly applied.
Fast load
Suddenly applied load
Impact load
Concentrated load
A force, moment, or torque applied to mechanism or structure is said to be:
Load
Couple
Twisting moment
Bending moment
A method used to graphically visualize state of stress acting in different planes passing through a given point is said to be:
Goodman diagram
Soderberg line
Mohr's Circle
Octahedral diagram
A load passing through centroid of resisting section is known as:
Central load
Normal load
Axial load
Plane load
An elongation or contraction of linear segment of element in which stress is applied.
Normal strain
Linear deflection
Angular deflection
Elongation
A plane that cuts across corner of principal element so that eight planes form octahedron.
Normal plane
Octahedral plane
Goodman plane
Horizontal plane
A support where one or both ends freely extend past support is known as:
Cantilever beam
Overhang beam
Horizontal beam
Vertical beam
A combination of applied normal and shear stresses that produces maximum principal normal stress or minimum principal normal stress, with a third principal stress between or equivalent to the extremes.
Principal Normal Stress
Principal Shear Stress
Combined stress
Simple stress
The combination of applied and shear stresses that produces maximum principal shear stress or minimum principal shear stress.
Principal Normal Stress
Principal Shear Stress
Combined stress.
Simple stress
A load collinear with transverse shear force is known as:
Shear load
Shear strain
Shear stress
Bending load
The measure of angular distortion in which shear stress is applied is said to be:
Shear load
Shear strain
Shear stress
Bending load
Positive if elongation is in direction of positive axes.
Sign convention for normal strain
Sign convention for normal stress
Sign convention for linear deflection
Sign convention for stress
Positive for tension and negative for compression.
Sign convention for normal strain
Sign convention for normal stress
Sign convention for linear deflection
Sign convention for stress
Positive if interior angle becomes smaller after shear stress is applied.
Sign convention for normal strain
Sign convention for normal stress
Sign convention for shear stress
Sign convention for shear strain
Positive if both normal from the surface and shear are in positive or negative direction; negative for any other combination.
Sign convention for normal strain
Sign convention for normal stress
Sign convention for shear stress
Sign convention for shear strain
A support where one end is pinned and other is roller-supported.
Simply supported beam
Column
Compound supported beam
Simple beam
Functions used to evaluate shear and moment diagrams, especially when discontinuities, such as concentrated load or moment, exist.
Singularity functions
Machine element functions
Finite element functions
Statistical Element functions
A load gradually applied and equilibrium reached in short time.
Simple load
Static load
Concentric load
Axial load
A displacement produced in solid as result of stress.
Elongation
Strain
Stress
Deflection
An intensity and direction of internal force acting at given point on particular plane.
Elongation
Strain
Stress
Deflection
A load constant over long time is known as:
Static load
Sustained load
Concentrated load
Simple load
A condition where principal stresses exist while all other tensor elements are zero is known as:
Symmetrical tensor
Bolt tensor
Unsymmetrical tensor
Beam tensor
A load subjected to twisting motion.
Bending load
Angular load
Torsion load
Transverse load
A stress where all surfaces are considered is said to be:
Triaxial stress
Uniaxial stress
Biaxial stress
Simple stress.
A condition where two perpendicular surfaces are comparatively free of stress is known as:
Triaxial stress
Uniaxial stress
Biaxial stress
Simple stress
A material having different properties in all direction s at point in solid.
Anisotropic material
Ductile Material
Isotropic material
Homogeneous
It is the wear property of material.
Ductility
Brittleness
Archard Wear Constant
Elasticity
A material that fractures at strain below 5% is known as:
Anisotropic material
Ductile Material
Isotropic material
Brittle Material
These are compounds of metallic and non-metallic elements.
Anisotropic material
Ceramics
Isotropic materials
Brittle Materials
The combinations of two or more materials, usually consisting of fiber and thermosetting polymer is said to be:
Composite material
Simple material
Ceramics
Isotropic material
The mass per unit volume of a material is called as:
Density
Specific weight
Unit mass
Specific gravity
A material that can sustain elongation greater than 5% before fracture is known as
Ductile material
Brittle material
Isotropic material
Homogeneous material
It is the degree of plastic deformation sustained at fracture.
Ductility
Plasticity
Elasticity
Brittleness
The stress above which material acquires permanent deformation.
Elastic limit
Proportional limit
Yield limit
Ultimate limit
Polymers with intermediate amount of cross-linking.
Elastomers
Ceramics
Polymers
Astronomers
The stress at time of fracture or rupture is called as:
Ultimate stress
Fracture stress
yield stress
Fatigue stress
The compounds of metallic and non-metallic elements with no crystal structure.
Elastomers
Ceramics
Polymers
Glasses
A material having properties not function of position in solid is known as:
Homogeneous material
Ductile material
Brittle material
Composite material
A material having same properties in all directions at point in solid is said to be:
Anisotropic material
Ductile Material
Isotropic material
Homogeneous material
Materials that are combinations of metallic elements.
Metals
Plastics
Ceramics
Polymers
The proportionality constant between stress and strain.
Bulk Modulus
Modulus of elasticity
Modulus of resilience
Modulus of rigidity
A decreasing cross-sectional area that occurs after ultimate stress is reached and before fracture.
Footing
Necking
Stretching
Compressing
A material having different properties in three mutually perpendicular directions at point in solid and having three mutually perpendicular planes of material symmetry.
Orthotropic material
isotropic material
Anisotropic material
Ceramics
