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Strength of Material MCQ Set 8

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STRENGTH OF MATERIAL MCQ SET 8

Q1. The moment of inertia of a rectangle about its base is:

A) bhยณ/12
B) bhยณ/3
C) bhยณ/36
D) bhยณ/24

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Answer: B) bhยณ/3
Explanation: For base axis, I = (b*hยณ)/3.

Q2. The centroid of a semicircle lies at a distance from the base equal to:

A) 4r/3ฯ€
B) r/2
C) 2r/ฯ€
D) 3r/4

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Answer: A) 4r/3ฯ€
Explanation: The centroid of a semicircle from its base = 4r/(3ฯ€).

Q3. The Eulerโ€™s formula for a column with both ends pinned is:

A) ฯ€ยฒEI/Lยฒ
B) ฯ€ยฒEI/2Lยฒ
C) 4ฯ€ยฒEI/Lยฒ
D) ฯ€ยฒEI/4Lยฒ

Show Answer

Answer: A) ฯ€ยฒEI/Lยฒ
Explanation: Critical load for both ends pinned = ฯ€ยฒEI/Lยฒ.

Q4. Slenderness ratio is defined as:

A) L/r
B) r/L
C) L/d
D) d/L

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Answer: A) L/r
Explanation: Slenderness ratio = Effective length / Radius of gyration.

Q5. A short column fails due to:

A) Buckling
B) Crushing
C) Shear
D) Fatigue

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Answer: B) Crushing
Explanation: Short columns fail by direct compression or crushing, not by buckling.

Q6. A long column generally fails due to:

A) Buckling
B) Crushing
C) Shear
D) Torsion

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Answer: A) Buckling
Explanation: Long columns fail by lateral deflection or buckling before the material yields.

Q7. Eulerโ€™s formula is applicable only for:

A) Short columns
B) Long slender columns
C) All columns
D) Intermediate columns

Show Answer

Answer: B) Long slender columns
Explanation: Eulerโ€™s theory assumes the column is perfectly elastic and long.

Q8. Effective length of a column with both ends fixed is:

A) L
B) L/2
C) L/โˆš2
D) 2L

Show Answer

Answer: B) L/2
Explanation: For both ends fixed, effective length = 0.5 ร— actual length.

Q9. In a column, radius of gyration is given by:

A) I/A
B) โˆš(I/A)
C) A/I
D) L/I

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Answer: B) โˆš(I/A)
Explanation: Radius of gyration relates area and moment of inertia by r= โˆšI/A

Q10. The critical load for a column with one end fixed and other free is:

A) ฯ€ยฒEI/Lยฒ
B) ฯ€ยฒEI/4Lยฒ
C) ฯ€ยฒEI/2Lยฒ
D) ฯ€ยฒEI/16Lยฒ

Show Answer

ย Answer: D) ฯ€ยฒEI/16Lยฒ
Explanation: Effective length = 2L, hence Pcr = ฯ€ยฒEI/(2L)ยฒ = ฯ€ยฒEI/4Lยฒ ร— 1/4 = ฯ€ยฒEI/16Lยฒ.


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