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Civil Engineering
‣
Structural Design Specifications
Comments
Question
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.
Correct Answer
sum of the two
Structural Design Specifications problems
Search Results
1. 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
Show Answer
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Correct Answer: not less than 6
2. 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
3. For deformed reinforcing bars, the permissible design bond stress may be increased by
Options
A. 20%
B. 30%
C. 40%
D. 50%
E. 60%
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Correct Answer: 60%
4. The flat slab is a reinforced concrete slab with or without drops and is supported
Options
A. on columns without column head
B. on columns with column head
C. on beams
D. None of these.
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Correct Answer: on beams
5. The ratio
of the lacing bars for compression members shall not exceed
Options
A. 80
B. 120
C. 145
D. 200
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Correct Answer: 145
6. 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
7. 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%
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Correct Answer: 5%
8. 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%
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Correct Answer: 33%
9. 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
10. 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:
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