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Civil Engineering
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Structural Design Specifications
Comments
Question
For nominal mix concrete
M
20, the required quantity of water per 50 kg. of cement, is
Options
A. 60 litres
B. 45 litres
C. 34 litres
D. 30 litres
Correct Answer
30 litres
Structural Design Specifications problems
Search Results
1. The minimum length of the side or diameter of the column base shall not be less than (where
d
is the minimum diameter of the column).
Options
A. (d + 75) mm
B. 1.2 (d - 75) mm
C. 1.5 (d + 75) mm
D. 1.6 (d + 75) mm
Show Answer
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Correct Answer: 1.5 (d + 75) mm
2. If
b
is the width of a beam,
x
is the spacing of the stirrup and
f
c
is the characteristic strength of stirrups, the minimum cross sectional area of stirrup legs, should be equal or greater than
Options
A.
B.
C.
D.
Show Answer
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Correct Answer:
3. Minimum thickness of steel work directly exposed to weather but not accessible for cleaning and repainting, the thickness should be not less than
Options
A. 4 mm
B. 6 mm
C. 7 mm
D. 8 mm
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Correct Answer: 8 mm
4. If
f
bt
and
f
s
are the numerical values of bending tension and shear stresses, the equivalent stress
f
e
, is
Options
A.
B.
C.
D.
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Correct Answer:
5. If the ends of the compression flanges of simply supported girders are fully restrained against lateral bending, the effective length is taken as
Options
A. span
B. 0.85 x span
C. 0.7 x span
D. 0.5 x span
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Correct Answer: 0.7 x span
6. Pick up the correct statement from the following:
Options
A. The cover of a longitudinal reinforcing bar in a column is kept not less than the diameter of the bar or 40 mm
B. The cover of a longitudinal reinforcing bar in beam is kept not less than the diameter of the bar or 25 mm
C. The end cover of a longitudinal reinforcing bar in a beam is kept not less than twice the diameter or 25 mm
D. The cover for tensile reinforcement in a slab is kept not less than diameter of the bar or 15 mm
E. All the above
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Correct Answer: All the above
7. As per IS : 800-1982, the coefficient of expansion for steel per degree centigrade per unit length, is
Options
A. 0.000011
B. 0.000012
C. 0.000013
D. 0.000014
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Correct Answer: 0.000012
8. The value of
E
for allowable compressive stress for columns, in the formula
is taken as
Options
A. 2000000 kg/cm
2
B. 2044000 kg/cm
2
C. 2045000 kg/cm
2
D. 2047000 kg/cm
2
Show Answer
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Correct Answer: 2047000 kg/cm
2
9. Liquidity ratios are used :
Options
A. to measure a firms ability to meet short-cut obligations.
B. to compare short term obligations to short-term resources available to meet these obligations.
C. to obtain much insight into the present cash solvency of the firm and the firm's ability to remain solvent in the event of adversity.
D. All of these
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Correct Answer: All of these
10. In the cash flow diagram shown in the given figure
Options
A. The first disbursement occurs at the end of year 2
B. The second disbursement occurs at the end of year 4
C. The first receipt occurs at the end of year 1
D. The second receipt occurs at the end of year 3
E. All of these
Show Answer
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Correct Answer: All of these
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