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A. Cantilever beam

B. Simply supported beam

C. Fixed beam

D. Continuous beam

A. Free from corrosion

B. Free from stresses

C. Stronger in tension

D. Leak-proof

A. False

B. True

A. Single riveted

B. Double riveted

A. Short column

B. Medium column

C. Weak column

D. Long column

A. Maximum

B. Infinity

C. Minimum

D. Zero

A. Isotropic material

B. Homogeneous material

C. Hetrogeneous material

D. Composite material

A. The axis of load

B. Would not occur

C. At right angles to the axis of specimen

D. An oblique plane

A. Shear stress

B. Strain

C. Tensile stress

D. Compressive stress

A. Measure linear strain

B. Relieve strain

C. Measure volumetric strain

D. Measure shear strain

A. Depends

B. Does not depend

A. 2

B. 1/8

C. 1/4

D. 4

A. Equal to

B. Twice

C. Four times

D. One-half

A. Proof resilience

B. Resilience

C. Impact energy

D. Strain energy

A. Direct and bending stress both

B. Direct stress only

C. Shear stress only

D. Bending stress only

A. Same

B. Double

C. Six times

D. Four times

A. Anywhere

B. Middle

C. Larger end

D. Smaller end

A. Bending moment changes sign

B. Bending moment is maximum

C. Shear force is maximum

D. Shear force changes sign

A. Top layer

B. Every cross-section

C. Bottom layer

D. Neutral axis

A. True

B. False

A. Small castings

B. Large scale production of castings

C. Large castings

D. Complicated castings

A. Voltage limiter

B. Current limiter

C. Short circuit

D. Voltage regulator

A. Metallurgy

B. Mechanics of materials

C. Engineering materials

D. Properties of materials

E. Strength of materials

A. Thermodynamics

B. Mechanics

C. Physics

D. Strength of materials

A. Height of a material's Young's modulus

B. Volume of a material

C. Amount of stress within a material

D. Size of the material

E. Ability to withstand an applied load without failure

A. Elasticity

B. Density

C. Strength

D. Toughness

A. Kilopols

B. Joules

C. Pounds per square inch

D. Millimeters of mercury

E. Hertz

A. Tension

B. Pressure

C. Elongation

D. Stress

E. Area

A. Elasticity

B. Inch

C. Young's modulus

D. Dimensionless

E. Pound

A. Critical stress

B. Maximum stress

C. Hysteresis

D. Proportional limit

E. Linearity

A. Shear stress

B. Damage limit

C. Fracture

D. Elastic limit

E. Tensile stress

A. When the strain energy is greater than the elastic limit

B. When the working stress exceeds the elastic limit

C. When a permanent deformation occurs

D. When the working stress does not exceed the elastic limit

E. When the stress decreases with increasing strain

A. Elongation point

B. Yield point

C. Elastic limit

D. Hardening point

E. Fracture

A. A point on the yield-fracture line

B. A physical characteristic of a material

C. The intersection of the yield and fracture curves

D. A location on a graph

E. A point on the stress-strain curve

A. Yield strength

B. Ultimate tensile strength

C. Shear strength

D. Tensile strength

A. Newton's Third Law of Motion

B. The First Law of Thermodynamics

C. Hooke's Law

D. The Law of Vibrations

E. Laplace's Law

A. Proportional limit

B. Ultimate limit

C. Ultimate strength

D. Shear stress

E. Strength limit

A. The probability of failure

B. The likelihood of failure

C. The number of failure points

D. The number of failures

E. The value

A. Maximum Calories

B. Ultimate strength

C. Maximum effort

D. The height of Mount Everest

A. Elastic limit

B. Shear modulus

C. Ultimate tensile strength

D. Failure point

A. Chemical

B. Nuclear

C. Inertial

D. Pushing

E. Elastic

A. Its porosity

B. Its width

C. Its thickness

D. Its origin shape or length

E. Its grain size

A. Alliance

B. Bending

C. Shear

D. Tensile

A. Point of failure

B. Maximum stress point

C. Point at which material exceeds the elastic limit

D. Maximum stress that a material can withstand

A. Frequency of earthquakes

B. Amount of bacteria in a sample

C. Lateral to longitudinal strain

D. Amount of blood in an artery

E. Amount of noise in an image

A. Metal

B. Surface

C. Sheath

D. Metal Core

A. Neutral axis

B. Interface

C. Interface line

D. Perpendicular

E. Parallel

A. Equal stress for all runs

B. Equal stress on all axes

C. Zero stress

A. Crushing

B. Rupture

C. Shearing

D. Yielding

E. Fracture

A. Design stress

B. Shear stress

C. Ultimate stress