Brittle Cracking of a FRC Beam

Deflections – Interview Questions for Structural Engineers Part B

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Deflections – Interview Questions for Structural Engineers Part B

CivilDigital brings you series of frequently asked and discussed multiple choice and interview questions for the benefit of every civil engineering student or job seeker for Interview & Exam Preparation. This part concentrates on Questions on general interview questions for structural engineers on the topic deflections in beams and other members.

Deflections – Interview Questions for Structural Engineers Part B

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1. 

Beams carrying or supporting brittle finishes like Brick-works will have stringent deflection criteria. True or False!

2. 

What additional information beyond the moment diagram is needed to calculate slope or deflection?

3. 

For a simple span beam with 1/3 point loading, where would the approximate location of the maximum deflection be?

4. 

At a fixed end condition, what is the slope of the elastic curve of the member?

5. 

Which of the following causes deflection in beams?

6. 

Maximum Deflection always located at the point of maximum moment. True or False!

7. 

Code limits on deflection of beams are generally based on what type of criteria?

8. 

The maximum deflection for a simply supported, asymmetrically loaded beam is always located at:

9. 

Of the parameters which determine deflection, which has the greatest effect when changed?

10. 

Where is the slope maximum for a cantilever beam?


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Brittle Cracking of a FRC Beam
Brittle Cracking of a FRC Beam

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