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A
sensitivity
B
flexibility
C
proportionality
D
setting
A
Air Flow
B
Building Flow
C
Submerge Flow
D
Separating the coolant from metal chips in machining operation
A
Width of beam
B
Grade of concrete
C
Effective depth of beam
D
Grade of steel
A
20 to 40 mm
B
90 to 100 mm
C
70 to 80 mm
D
40 to 50 mm
A
14
B
8
C
12
D
10
A
2.5 to 4.5
B
0.5 to 3
C
3 to 5
D
0 to 2
A
Application of the theory of probability to inspect the concrete samples
B
Reducing the cost of removal of defects in concrete
C
Testing of the strength of concrete samples
D
Measuring of risks to prevent the failures in concrete
A
1.20 m
B
1.00 m
C
1.75 m
D
1.80 m
A
Positive only
B
Negative only
C
Constant
D
Both negative and positive
A
12.15 N/mm2
B
3.31 N/mm2
C
20 N/mm2
D
28.49 N/mm2
A
Shear stress = 0
B
u= U
C
ð2u/ ðy2 = 0
D
U=0 , V=0
A
total volume
B
weight of voids
C
weight of the solids
D
total weight
A
Axial compression and uniaxial bending
B
Axial tension
C
Triaxial compression
D
Axial compression and biaxial bending
A
W = 140KN, V = 0.94mm3
B
W = 1408KN, V = 0.094mm3
C
W = 1500N, V = 0.084m3
D
W = 1408N, V = 0.0945m3
A
Internal shafts for sanitary installations upto 2 sq.m. in area
B
Area of the walls at the floor levels
C
Lift and Wall including landing
D
Area of Cantilevered porch
A
T0 = 20 N/m
B
T0= 205 N/m2
C
T0= 105.83 N/m2
D
T0= 100 N/mm2
A
Pedometer
B
Chaining
C
Speedometer
D
Passometer
A
Vadose water
B
Repulsive water
C
Stored water
D
Added water
A
negative
B
zero
C
infinity
D
one
A
Items that have more demand
B
Items not readily available
C
Items that are very significant to inventory control
D
Items that consume less money