B4 Flashcards

1
Q

According to the Maximum Shear Stress Theory, failure occurs when the maximum shear stress exceeds which of the following?
A) Tensile strength of the material
B) Yield strength in a tensile test
C) Fatigue limit of the material
D) Ultimate shear stress of the material

A

Yield strength in a tensile test

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2
Q

What is the primary purpose of stress analysis in piping systems according to piping codes?
A) To prevent brittle fracture
B) To protect against all possible failure modes
C) To address specific failure modes like plastic deformation and fatigue
D) To reduce material costs

A

To address specific failure modes like plastic deformation and fatigue

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3
Q

Which stress category is intended to prevent fatigue failure resulting from cyclic loadings?
A) Primary stress
B) Secondary stress
C) Peak stress
D) Thermal stress

A

Peak stress

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4
Q

Why are thermal stresses never classified as primary stresses?
A) They are always self-limiting
B) They do not satisfy equilibrium between forces and moments
C) They are related to brittle fracture
D) They are only caused by peak loadings

A

They do not satisfy equilibrium between forces and moments

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5
Q

Which type of stress is developed by the constraint of displacements caused by thermal expansion or imposed restraints?
A) Primary stress
B) Secondary stress
C) Peak stress
D) General primary membrane stress

A

Secondary stress

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6
Q

What distinguishes peak stresses from secondary stresses?
A) Peak stresses cause significant distortion, while secondary stresses do not
B) Peak stresses cause no significant distortion, while secondary stresses result in minor distortions
C) Secondary stresses are responsible for fatigue failure, while peak stresses are not
D) Secondary stresses are never self-limiting, while peak stresses always are

A

Peak stresses cause no significant distortion, while secondary stresses result in minor distortions

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7
Q

Which of the following is an example of a sustained load in piping systems?
A) Earthquake loads
B) Pressure and weight loads during normal operation
C) Fluid transient loads like water hammer
D) Relief valve discharge

A

Pressure and weight loads during normal operation

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8
Q

What distinguishes occasional loads from sustained loads?
A) Occasional loads occur continuously during normal operation.
B) Occasional loads are due to thermal expansion.
C) Occasional loads occur infrequently during plant operation.
D) Occasional loads are always caused by fluid transients.

A

Occasional loads occur infrequently during plant operation.

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9
Q

What type of loads are associated with expansion loads in piping systems?
A) Operating pressure and weight loads
B) Earthquake and wind loads
C) Thermal expansion and seismic anchor movements
D) Fluid transient loads

A

Thermal expansion and seismic anchor movements

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10
Q

Which of the following is not classified as a type of piping load?
A) Sustained load
B) Occasional load
C) Expansion load
D) Cyclic load

A

Cyclic load

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11
Q

Why does internal pressure in piping typically not induce loads on pipe supports?
A) Pressure forces are balanced by tension in the pipe wall
B) Pipe supports are designed to absorb all internal pressure loads
C) Pressure is always negligible compared to other loads
D) The weight of the fluid counteracts internal pressure effects

A

Pressure forces are balanced by tension in the pipe wall

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12
Q

What is the primary reason longitudinal stress develops in a pipe?
A) External loads from pipe supports
B) Internal pressure within the pipe
C) Thermal expansion of the pipe material
D) Bending moments at pipe connections

A

Internal pressure within the pipe

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13
Q

What phenomenon describes the dissipation of energy in a vibrating system?
A. Resonance
B. Damping
C. Excitation
D. Displacement

A

Damping

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14
Q

What type of analysis calculates the forces caused by hypothetical earthquakes based on time?
A. Response spectrum analysis
B. Static analysis
C. Time-history analysis
D. Cookbook-type analysis

A

Time-history analysis

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15
Q

What is the purpose of a seismic response spectrum?
A. To determine steady-state operations
B. To calculate static displacements
C. To plot maximum acceleration responses of oscillators
D. To avoid time-history calculations

A

To plot maximum acceleration responses of oscillators

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16
Q

What is the purpose of damping in seismic response?
A. To increase structural loads
B. To lower effects of seismic excitation
C. To decrease stiffness of supports
D. To improve thermal expansion tolerances

A

To lower effects of seismic excitation

17
Q

In static seismic analysis, what is considered?
A. Real-time dynamic displacements
B. Uniform loads equivalent to earthquake accelerations
C. Thermal expansion effects
D. Operational-basis displacements

A

Uniform loads equivalent to earthquake accelerations

18
Q

What type of system behavior does the time-history method replicate?
A. Static stress distribution
B. Instantaneous load reactions
C. Piping dynamics during seismic excitation
D. Continuous wind loading effects

A

Piping dynamics during seismic excitation

19
Q

What is the main goal of pipe break analysis in high-energy systems?
A. To reduce thermal stresses
B. To prevent breaks near valves
C. To ensure public safety
D. To simplify computational requirements

A

To ensure public safety

20
Q

In wind loading analysis, what does the drag coefficient depend on?
A. The shape of the obstacle
B. Pipe thermal expansion
C. Mass of the piping
D. Pipe material composition

A

The shape of the obstacle

21
Q

Which element helps mitigate the effects of transient loads in closed-discharge systems?
A. Water seals
B. Flexible couplings
C. Thermal expansion joints
D. Reinforced anchors

A

Water seals

22
Q

What is a virtual anchor in buried piping?
A. A fixed point on a building structure
B. A location of maximum pipe movement
C. A region with no relative motion between pipe and soil
D. A dynamic load point

A

A region with no relative motion between pipe and soil

23
Q

What is the purpose of flexible couplings in buried piping systems?
A. Reduce soil stiffness
B. Allow axial or angular movement
C. Increase thermal expansion forces
D. Eliminate anchoring needs

A

Allow axial or angular movement

24
Q

How are soil parameters for buried piping determined?
A. By using uniform load approximations
B. Through direct geotechnical testing
C. Using static assumptions about friction forces
D. By modeling backfill elasticity

A

Through direct geotechnical testing

25
Q

What type of stress is typically evaluated during seismic anchor movement analysis?
A. Primary stress
B. Secondary stress
C. Combined dynamic stress
D. Static load stress

A

Secondary stress

26
Q

How does the use of flexible couplings in buried piping impact stress?
A. It increases bending moments
B. It reduces bending moments and stresses
C. It eliminates soil forces on transverse runs
D. It doubles the stress on branch connections

A

It reduces bending moments and stresses

27
Q

In buried piping, what is the primary effect of confining pressure?
A. It causes pipe buckling
B. It increases pipe insulation requirements
C. It acts normal to the pipe circumference
D. It eliminates axial stress

A

It acts normal to the pipe circumference

28
Q

For buried piping with penetration anchors, what must be calculated?
A. Axial stress due to thermal expansion
B. Bending moments in the buried segment
C. Penetration reactions
D. Soil stiffness near the anchor

A

Penetration reactions

29
Q

What is the primary cause of water hammer events in piping systems?
A. Improper valve design
B. Sudden flow interruptions or changes
C. Wind load fluctuations
D. Soil movement during seismic events

A

Sudden flow interruptions or changes

30
Q

What are the main factors affecting stress intensification in buried piping?
A. Pipe material and insulation thickness
B. Soil deformation near elbows and branch connections
C. Length of straight pipe segments
D. Pressure variations along the pipe

A

Soil deformation near elbows and branch connections

31
Q

In dynamic analysis of piping systems, why is damping important?
A. It increases the natural frequencies of the system
B. It provides numerical stability and reduces seismic excitation effects
C. It eliminates thermal stresses
D. It allows larger mass point spacing

A

It provides numerical stability and reduces seismic excitation effects