Related Questions

The allowable tensile stress in mild steel stirrups, reinforced cement concrete, is
A 1400 kg/cm2
B 190 kg/cm2
C 260 kg/cm2
D 230 kg/cm2
In working stress design, permissible bond stress in the case of deformed bars is more than that in plain bars by
A 10%
B 20%
C 30%
D 40%
According to Euler's column theory, the crippling load for a column of length (l) fixed at both ends is __________ the crippling load for a similar column hinged at both ends.
A Equal to
B Two times
C Four times
D Eight times
The diameter of longitudinal bars of a column should never be less than
A 6 mm
B 8 mm
C 10 mm
D 12 mm
The minimum diameter of longitudinal bars in a column is
A 6 mm
B 8 mm
C 12 mm
D 16 mm
The load carrying capacity of a helically reinforced column as compared to that of a tied column is about
A 5% less
B 10% less
C 5% more
D 10% more
A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds
A 10
B 15
C 20
D 25
Spacing of stirrups in a rectangular beam, is
A Kept constant throughout the length
B Decreased towards the centre of the beam
C Increased at the ends
D Increased at the centre of the beam
The steel bars in a reinforced cement concrete beam are embedded __________ of the beam.
A In the center
B Near the bottom
C Near the top
D At any position
The section of a reinforced beam where most distant concrete fibre in compression and tension in steel attains permissible stresses simultaneously, is called
A Balanced section
B Economic section
C Critical section
D All the above

Next steps