
ECIV 419 Final Prep Quiz 2
Authored by Kimberly Swaggard
Architecture
12th Grade
Used 1+ times

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19 questions
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1.
MULTIPLE CHOICE QUESTION
30 sec • 1 pt
True or False: The capacity of reinforced concrete members cannot change along the length of the member.
True
False
2.
MULTIPLE CHOICE QUESTION
30 sec • 1 pt
What happens to the toughness of steel as the temperature decreases?
Increases
Decreases
Remains constant
Varies unpredictably
3.
MULTIPLE CHOICE QUESTION
30 sec • 1 pt
Which statement is true regarding the appearance of a weld in determining if a steel member is weldable?
The appearance of a weld clearly indicates weldability
The appearance of a weld does not clearly indicate weldability
The appearance of a weld depends on the steel grade
The appearance of a weld is unrelated to steel properties
4.
MULTIPLE CHOICE QUESTION
30 sec • 1 pt
List two potential issues that may result from excessive elastic deformation of steel members.
Increased durability and reduced maintenance
Ponding and distressed finishes
Reduced aesthetic appeal and vibrations
Improved structural performance and ponding
5.
MULTIPLE CHOICE QUESTION
30 sec • 1 pt
Does increasing the yield strength of a steel member decrease unwanted vibrations in a building being converted from warehouse to office space?
Yes, because it enhances the stiffness of the structure
No, because it does not affect the stiffness of the structure
Yes, because it reduces the weight of the structure
No, because it increases the flexibility of the structure
6.
MULTIPLE CHOICE QUESTION
30 sec • 1 pt
Which type of restraint increases the likelihood of brittle fracture of steel members?
High restraint
Low restraint
No restraint
Moderate restraint
7.
MULTIPLE CHOICE QUESTION
30 sec • 1 pt
Describe a condition where further review is not needed when a bay of open web steel joists is installed with the joist tag side opposite of what is shown on the construction documents.
When the loading conditions are symmetrical
When the loading conditions exceed the design specifications
When the joists are used in non-critical areas
When the joists are exposed to corrosive environments
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