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ECIV 419 Final Prep Quiz 2

Authored by Kimberly Swaggard

Architecture

12th Grade

Used 1+ times

ECIV 419 Final Prep Quiz 2
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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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