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Engineering
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Civil Set-1
Structural Engineering I
374

Structural Engineering I MCQ with Answers

374) While designing the pile as a column, the end conditions are nearly

both ends hinged

both ends fixed

one end fixed and other end hinged

one end fixed and other end free

Answer is:

one end fixed and other end hinged

Structural Engineering I MCQ with Answers

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Related Structural Engineering I MCQ with Answers

375) The recommended value of modular ratio for reinforced brick work is

18

30

40

58

Answer is:

40

376) According to ISI recommendations, the maximum depth of stress block for balanced section of a beam of effective depth d is

0.43 d

0.55 d

0.68 d

0.85 d

Answer is:

0.43 d

377) Assertion A : The load factor for live load is greater than that for dead load.Reason R : The live loads are more uncertain than dead loads. Select your answer based on the coding system given below

Both A and R are true and R is the correct explanation of A.

Both A and R are true but R is not the correct explanation of A.

A is true but R is false.

A is false but R is true.

Answer is:

Both A and R are true and R is the correct explanation of A.

378) The centroid of compressive force, from the extreme compression fiber, in limit state design lies at a distance of [where xu is the depth of neutral axis at the limit state of collapse]

0.367 xu

0.416 xu

0.446 xu

0.573 xu

Answer is:

0.416 xu

Structural Engineering I MCQ with Answers

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