Practice General Requirements (40.7.1) - Codal Provisions - Earthquake Engineering

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6 sample questions

Question 1.
What does ductile detailing aim to achieve in seismic zones?
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Think about the flexibility of structures.
Question 2.
Where are lap splices not permitted?
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Consider areas that need to absorb the most stress.
3Question 3.
What is the primary goal of ductile detailing in seismic-prone areas?
- To minimize aesthetic aspects
- To ensure structures can withstand seismic forces
- To reduce construction costs
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Consider safety during earthquakes.
4Question 4.
True or False: Lap splices are allowed in joint regions of beams.
- True
- False
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Focus on critical areas for load transfer.
Question 5.
Design a column reinforcement strategy for a building in seismic Zone IV, ensuring it meets ductile detailing requirements.
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Focus on limits mentioned in IS codes.
Question 6.
Assess a scenario where an RC beam has inadequate reinforcement limits. What would the potential outcomes be in an earthquake?
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Think about what happens when materials are overstressed.

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