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Structural Design Specifications
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Question
Creep of concrete is assumed proportional to the stress if the stress does not exceed .......of the characteristic compressive strength
Options
A. 15%
B. 20%
C. 25%
D. 33%
E. 50%
Correct Answer
33%
Structural Design Specifications problems
Search Results
1. The characteristic strength of concrete is the strength of material if its test result is not less than
Options
A. 2%
B. 3%
C. 4%
D. 5%
E. 10%
Show Answer
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Discuss
Correct Answer: 5%
2. M 30 grade concrete means, its compressive strength of 15-cm cube, is 30 N/mm
2
after
Options
A. 3 days
B. 7 days
C. 21 days
D. 28 days
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Correct Answer: 28 days
3. When bending occurs about both axes of the member, the value of
f
be
in the formula
|> 1 is taken
Options
A. higher value
B. lower value
C. sum of the two
D. difference of the two.
Show Answer
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Correct Answer: sum of the two
4. The pH value of water to be used in concrete shall generally be
Options
A. not more than 7
B. not less than 6
C. not less than 5
D. not more than 6
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Correct Answer: not less than 6
5. Pick up the correct statement from the following:
Options
A. Flange joints are preferably located at points of maximum stress
B. The area of splice plates should be 5% in excess of flange elements spliced
C. The C.G. of the flange splice should coincide with that of the element spliced
D. For welding flange splice, complete penetration butt welds should be used
E. None of these.
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Correct Answer: Flange joints are preferably located at points of maximum stress
6. For design purpose, the moment at the support where two unequal spans or spans not equally loaded meet, is
Options
A. lesser value
B. greater value
C. average of two values
D. none of these.
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Correct Answer: average of two values
7. The ratio of the effective lengths of two columns, one effectively held in position at one end and partially restrained at the other end, and the other effectively held in position at one end and free at the other end, is
Options
A.
B.
C.
D.
Show Answer
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Correct Answer:
8. The pitch of transverse reinforcement of a column is taken as
Options
A. least lateral diamension of the compression member
B. sixteen times the smallest diameter of the longitudinal reinforcement of the column
C. forty eight times the diameter of the transverse reinforcement
D. least value of the above.
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Correct Answer: least value of the above.
9. The maximum pitch of rivets for compression and tension members should not exceed
Options
A. 32
t
B. 200 mm
C. 40
t
D. 300 mm
E. both (a) and (d)
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Correct Answer: both (a) and (d)
10. As per IS : 1982, the permissible axial tension in rolled I-beams and channels, is
Options
A. 1500 kg/cm
2
B. 1800 kg/cm
2
C. 1400 kg/cm
2
D. 1420 kg/cm
2
Show Answer
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Correct Answer: 1500 kg/cm
2
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