Related Questions

3/4th of square were taken to form shape A and the rest was made to form shape B. Shape A was divided into four equal squares (Shape C), what will be the ratio of the one shape C to one shape B.
A 1:4
B 3:16
C 1:2
D 3:4
Tie bars in cement concrete pavements are at
A expansion joints
B contraction joints
C warping joints
D longitudinal joints
For testing compressive and tensile strength of cement, the cement mortar is made by mixing cement and standard sand in the proportions of
A 1 : 2
B 1 : 3
C 1 : 4
D 1 : 6
The maximum shear stress (q) in concrete of a reinforced cement concrete beam is
A $$\frac{{{\text{Shear force}}}}{{{\text{Lever arm}} \times {\text{Width}}}}$$
B $$\frac{{{\text{Lever arm}}}}{{{\text{Shear force}} \times {\text{Width}}}}$$
C $$\frac{{{\text{Width}}}}{{{\text{Lever arm}} \times {\text{Shear force}}}}$$
D $$\frac{{{\text{Shear force}} \times {\text{Width}}}}{{{\text{Lever arm}}}}$$
For the supply of materials for concrete, form work reinforcing and placing of concrete, removal of form work and curing of concrete, number of bar(s) required on bar chart, is
A 1
B 2
C 3
D 4
The camber of shoulders in water bound macadam roads is
A equal to the cross slope of pavement
B less than the cross slope of pavement
C greater than the cross slope of pavement
D zero
The effect of having excess camber is
A Excessive steering alignment torque
B Hard steering
C Too much traction
D Uneven tyre wear
For water bound macadam roads in localities of heavy rainfall, the recommended value of camber is
A 1 in 30
B 1 in 36
C 1 in 48
D 1 in 60
Camber in the road is provided for
A effective drainage
B counteracting the centrifugal force
C having proper sight distance
D none of the above
The camber for hill roads in case of bituminous surfacing is adopted as
A 2%
B 2.5%
C 3%
D 4%

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