3.1u: Structural Loading & Deterioration Flashcards

1
Q
  1. What is a ‘Dead Load’?
    A. Load from temporary equipment
    B. Load from environmental factors like wind
    C. The constant weight of the structure itself
    D. A load caused by an impact or accident
A

C. The constant weight of the structure itself

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2
Q
  1. What does ‘stress’ in a material represent?
    A. Temperature increase
    B. Surface corrosion rate
    C. Internal force per unit area
    D. Number of bolts in a joint
A

C. Internal force per unit area

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3
Q
  1. What is the unit of stress?
    A. Newtons (N)
    B. Pascals (Pa) or N/mm²
    C. Volts (V)
    D. Kilograms (kg)
A

B. Pascals (Pa) or N/mm²

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4
Q
  1. What causes tensile stress?
    A. A force pushing the material together
    B. A force twisting the material
    C. A force pulling the material apart
    D. Friction from wave motion
A

C. A force pulling the material apart

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5
Q
  1. Which of the following is a compressive stress example?
    A. Riser pipe hanging from a deck
    B. Legs of the platform bearing weight
    C. A bent bracket
    D. A cable under tension
A

B. Legs of the platform bearing weight

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6
Q
  1. Bending stress occurs when:
    A. A material is twisted
    B. Equal compression and tension occur on opposite sides
    C. Only one force is applied
    D. Two parallel forces pull the same direction
A

B. Equal compression and tension occur on opposite sides

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7
Q
  1. Which symbol is commonly used to represent stress?
    A. α (alpha)
    B. ρ (rho)
    C. σ (sigma)
    D. Δ (delta)
A

C. σ (sigma)

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8
Q
  1. Fatigue fracture is caused by:
    A. High temperature
    B. Repeated cyclic loading
    C. Paint failure
    D. Over-torquing bolts
A

B. Repeated cyclic loading

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9
Q
  1. Brittle fracture occurs without:
    A. Warning and visible deformation
    B. Environmental influence
    C. Bolt failure
    D. Surface wear
A

A. Warning and visible deformation

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10
Q
  1. Which of the following can cause hydrogen embrittlement?
    A. Saltwater cooling
    B. Impressed current CP overprotection
    C. Low-pressure washing
    D. Cold water welding only
A

B. Impressed current CP overprotection

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11
Q
  1. What is shear stress?
    A. Force applied uniformly across a beam
    B. Compression and tension combined
    C. Sliding motion across parallel planes
    D. Force applied from explosion
A

C. Sliding motion across parallel planes

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12
Q
  1. Why are weld toes high-risk inspection areas?
    A. They are hard to see
    B. They are often underwater
    C. Stress concentrates there
    D. Paint won’t adhere well
A

C. Stress concentrates there

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13
Q
  1. What does ‘Scour’ refer to?
    A. Cracking in concrete
    B. Biological growth on steel
    C. Erosion of seabed under structures
    D. Local hardening near welds
A

C. Erosion of seabed under structures

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14
Q
  1. What can marine growth cause?
    A. Lower drag
    B. Weight increase and drag
    C. Improved fatigue resistance
    D. Better CP protection
A

B. Weight increase and drag

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15
Q
  1. Fatigue cracks most often start at:
    A. Smooth surfaces
    B. Low-stress zones
    C. Joints and welded connections
    D. Unpainted brackets
A

C. Joints and welded connections

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16
Q
  1. What is a neutral axis in bending?
    A. The line where compression is highest
    B. Where there is no stress during bending
    C. The axis of vibration
    D. Where the paint fails first
A

B. Where there is no stress during bending

17
Q
  1. Which type of loading involves sudden impacts?
    A. Live Load
    B. Dead Load
    C. Accidental Load
    D. Hydrostatic Load
A

C. Accidental Load

18
Q
  1. What is Yield Stress?
    A. Maximum point before a material breaks
    B. The point at which material returns to original shape
    C. Stress at which material begins permanent deformation
    D. The stress at maximum elasticity
A

C. Stress at which material begins permanent deformation

19
Q
  1. What causes stress concentration?
    A. Smooth surfaces
    B. Uniform loading
    C. Holes, notches, or cracks
    D. Fatigue resistance
A

C. Holes, notches, or cracks

20
Q
  1. Why do we inspect for thickness loss?
    A. To assess coating adhesion
    B. To determine tidal changes
    C. To evaluate material strength and safety
    D. To calibrate UT meters
A

C. To evaluate material strength and safety