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Civil Engineering
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Structural Design Specifications
Comments
Question
For the proportions
Options
A. 1 :
the maximum size of aggregates, is 10 mm
B. 1 : 2 the maximum size of aggregates, is 20 mm
C. 1 :
the maximum size of aggregates, is 40 mm
D. All the above.
Correct Answer
All the above.
Structural Design Specifications problems
Search Results
1. The thickness of the steel
Options
A. exposed to weather and accessible for repainting, should be not less than 6 mm
B. in main members not directly exposed to weather should not be less than 6 mm
C. in secondary members not directly exposed to weather shall be not less than 4.5 mm
D. All the above.
Show Answer
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Discuss
Correct Answer: All the above.
2. The value of the constant
K
in the formula
for determining the minimum area of tension reinforcement in a beam is
Options
A. 0.95
B. 0.90
C. 0.85
D. 0.80
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Correct Answer: 0.85
3. The slenderness ratio of a tie in a roof truss if subjected to action of wind and seismic forces, should not be greater than
Options
A. 180
B. 210
C. 250
D. 350
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Correct Answer: 350
4. A simply supported beam shall be deemed to be a deep beam if the ratio of its effective span to overall depth, is
Options
A. 2.0
B. 2.5
C. less than 2
D. less than 2.5
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Correct Answer: 2.0
5. Minimum thickness of steel work directly exposed to weather and accessible for cleaning and repainting, the thickness should be not less than
Options
A. 4 mm
B. 6 mm
C. 8 mm
D. 7 mm
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Correct Answer: 6 mm
6. The concrete may be accepted if the average equivalent cube strength of the cores, is at least 85% of the cube strength of the concrete grade at the specified age and no individual core possesses strength less than
Options
A. 90%
B. 85%
C. 80%
D. 75%
E. 70%
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Correct Answer: 75%
7. Pick up the correct statement from the following:
Options
A. The unit weight of plain concrete is assumed as 2400 N/m
3
B. The unit weight of reinforced concrete is assumed as 2500 N/m
3
C. The dead load includes self weight of the structural member plus weight of finishes and walls or partitions
D. All the above.
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Correct Answer: All the above.
8. For nominal mix concrete M 15, the required weight of fine and coarse aggregates is 350 kg and the volume of water is
Options
A. 30 litres
B. 32 litres
C. 34 litres
D. 45 litres
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Correct Answer: 32 litres
9. Columns are designed for a minimum eccentricity equal to 1/30 (unsupported length ofthe column), subject to a minimum of
Options
A. 5 mm
B. 10 mm
C. 15 mm
D. 20 mm
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Correct Answer: 20 mm
10. For concreting of shallow sections with vibration, the work ability of concrete should be
Options
A. very low
B. low
C. medium
D. high.
Show Answer
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Correct Answer: very low
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