Engineering :: Concrete Technology
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211. |
The concrete in which preliminary tests are performed for designing the mix is called |
A. |
rich concrete |
B. |
controlled concrete |
C. |
lean concrete |
D. |
ordinary concrete |
Answer: Option B
Explanation:
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212. |
The maximum quantity of aggregate per 50 kg of cement should not exceed |
Answer: Option D
Explanation:
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213. |
The minimum quantity of cement to be used in controlled concrete is specified as |
A. |
120 kg / cm3 |
B. |
160 kg / cm3 |
C. |
220 kg / cm3 |
D. |
280 kg / cm3 |
Answer: Option C
Explanation:
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214. |
The concrete in which no preliminary tests are performed for designing the mix is called |
A. |
rich concrete |
B. |
controlled concrete |
C. |
lean concrete |
D. |
ordinary concrete |
Answer: Option D
Explanation:
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215. |
The ordinary concrete is no used for |
Answer: Option D
Explanation:
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216. |
The controlled concrete is used for |
A. |
one grade of concrete mix |
B. |
three grades of concrete mix |
C. |
five grades of concrete mix |
D. |
all the seven grades of concrete mix |
Answer: Option D
Explanation:
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217. |
The water used for ordinary concrete is equal to 5% by weight of aggregate plus |
Answer: Option C
Explanation:
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218. |
For reinforced cement concrete lintels and slabs, the nominal size of coarse aggregate should not exceed. |
Answer: Option B
Explanation:
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219. |
Which of following proportion of different ingredient of concrete mix confirm to the arbitrary mothod of mixing? |
A. |
1 ; 2 ; 5 |
B. |
1 ; 3 : 7 |
C. |
1 : 4 ; 8 |
D. |
1 : 5 ; 9 |
Answer: Option C
Explanation:
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220. |
The factor which effect the design of concrete mix is |
A. |
fineness modulus |
B. |
water-cement ratio |
C. |
slump |
D. |
all of these |
Answer: Option D
Explanation:
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