Understanding Column Failure and Buckling

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Architecture, Engineering, Physics, Science, Arts, Other
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10th Grade - Vocational training
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Hard
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7 questions
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1.
MULTIPLE CHOICE QUESTION
30 sec • 1 pt
What is the primary difference in the failure modes of beams and columns?
Columns and beams both fail due to bending.
Columns fail in tension, beams fail due to buckling.
Beams fail in tension or compression, columns fail due to buckling.
Beams fail due to buckling, columns fail due to tension.
2.
MULTIPLE CHOICE QUESTION
30 sec • 1 pt
What is the critical load in the context of column stability?
The maximum load a column can support before bending.
The load at which a column becomes permanently deformed.
The load at which a column loses stability and buckles.
The load at which a column experiences tension.
3.
MULTIPLE CHOICE QUESTION
30 sec • 1 pt
How does buckling differ from bending in structural members?
Buckling and bending are the same phenomena.
Bending occurs only in columns, buckling occurs only in beams.
Bending is a state of stress, buckling is a state of instability.
Buckling is temporary, bending is permanent.
4.
MULTIPLE CHOICE QUESTION
30 sec • 1 pt
What happens when a column experiences eccentric loading?
The column becomes more stable.
The column's load capacity increases.
The column experiences additional moments causing more deflection.
The column fails in tension.
5.
MULTIPLE CHOICE QUESTION
30 sec • 1 pt
Which support condition is likely to influence the buckling shape of a column?
Free-free
All of the above
Pinned-pinned
Fixed-fixed
6.
MULTIPLE CHOICE QUESTION
30 sec • 1 pt
What is the effect of slenderness on a column's failure?
Slender columns are stronger than short columns.
Slenderness has no effect on buckling.
Slender columns are more likely to buckle.
Slender columns are less likely to buckle.
7.
MULTIPLE CHOICE QUESTION
30 sec • 1 pt
What simple experiment can help understand column buckling?
Using a balloon to simulate bending.
Using a spring to simulate compression.
Using a rubber band to simulate tension.
Using a ruler or dry spaghetti to simulate buckling.
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