SEC Past Boards Flashcards

1
Q

Limit beyond which the material will no longer go back to it’s original shape when load is removed.

A

Elastic Limit

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2
Q

Maximum Stress that may be develop such that there is no permanent or residual deformation when load is entirely removed.

A

Elastic Limit

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3
Q

Point at which the material will have an appreciable elongation or yielding without any increase of load.

A

Yield Point

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4
Q

Maximum ordinate in Stress-Strain diagram in the U.S. Also called as Tensile Strength.

A

Ultimate Strength

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5
Q

Strength of Material at Rapture.

Also called Breaking Strength.

A

Rapture Strength

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6
Q

Ability of material to absorb energy without creating a permanent distortion.

A

Resilience

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7
Q

Ability of material to absorb energy without causing it to break.

A

Toughness

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8
Q

Actual stress of material under a given loading.

A

Working Stress

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9
Q

Maximum safe stress that a material can carry.

A

Allowable Stress

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10
Q

Ratio of ultimate of tensile strength to allowable strength.

A

Factor of Safety

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11
Q

Occurs at point of zero shear.

A

Maximum Moment

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12
Q

For beams loaded with concentrated load, usually occur under a concentrated load and so the maximum moment.

A

Point of zero shear

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13
Q

The ability of the material to absorb energy in the elastic range.

A

Resilience

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14
Q

The term which refers to the ability of a material to reform in the plastic range without breaking.

A

Ductility

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15
Q

The material composition is the same but it’s mechanical properties are different in every direction.

A

Orthotropic Material

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16
Q

Refers to the tendency of solid materials to return to their original shape after being force are applied to them. When the forces are removed, the object will return to its initial shape and size.

A

Elasticity

17
Q

Refers to the stress at which a material begins to deform plastically.

A

Yielding

18
Q

It is the point through which the resultant of the resistance to the applied lateral force acts.

A

Center of rigidity

19
Q

The point of structure where the resultant vertical force acts.

A

Center of mass

20
Q

The distance between the center of mass and center of rigidity.

A

Eccentricity

21
Q

What can be measured by seismometer?

A

Ground Displacement

22
Q

Refers to the flexibility of a structural system.

A

Inverse of Stiffness

23
Q

The portion of the stress-strain curve beyond which the stress is no longer proportional to the strain.

A

Proportional Limit

24
Q

Materials having the same composition at any point.

A

Homogeneous

25
Q

Material property which enables it to under large permanent strains before failure.

A

Ductility

26
Q

Forces generated by bodies in motion.

A

Dynamic

27
Q

A time-dependent prestress loss in pretensioned concrete.

A

Relaxation

28
Q

Tendons are stressed before concrete is poured.

A

Pre-tensioning

29
Q

Tendons are stressed after concrete has hardened.

A

Post-tensioning

30
Q

The ability of a deformed material body to return to its original shape and size when the forces causing the deformation are removed.

A

Elasticity

31
Q

The ability of the material to deform under tensile stress.

A

Ductility

32
Q

The ability of material to absorb energy when it is deformed elastically, and release that energy upon unloading.

A

Resilience

33
Q

The ability of a material to absorb energy and plastically deform without fracturing.

A

Toughness

34
Q

A material having the same strength at any point.

A

Homogeneous