- (A) 10 kg/cm2
- (B) 15 kg/cm2
- (C) 20 kg/cm2
- (D) 25 kg/cm2
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- (A) A pile is a slender member which transfers the load through its lower end on a strong strata
- (B) A pile is a slender member which transfers its load to the surrounding soil
- (C) A pile is a slender member which transfers its load by friction
- (D) A pile is a cylindrical body of concrete which transfers the load at a depth greater than its width
- (A) unity
- (B) greater than unity
- (C) greater than 2
- (D) greater than 4
- (E) greater than 10
- (A) steady flow
- (B) unsteady flow
- (C) laminar flow
- (D) uniform flow
- (E) critical flow
- (A) 900 minutes
- (B) 4 minutes
- (C) 4 x (225)3/2 minutes
- (D) 4 (225)1/3 minutes
- (E) 4 x V225 minutes
- (A) resultant force acting on a floating body
- (B) equal to the volume of liquid displaced
- (C) force necessary to keep a body in equilibrium
- (D) the resultant force on a body due to the fluid surrounding it
- (E) none of the above
- (A) vertical upward force through e.g. of body and center line of body
- (B) buoyant force and the center line of body
- (C) mid point between e.g. and center of buoyancy
- (D) all of the above
- (E) none of the above
- (A) centroid of the displaced volume of fluid
- (B) center of pressure of displaced volume
- (C) e.g. of floating ‘body
- (D) does not exist
- (E) none of the above
- (A) pressure in pipes, channels etc.
- (B) atmospheric pressure
- (C) very low pressure
- (D) difference of pressure between two points
- (E) rain level
- (A) surface tension
- (B) capillarity
- (C) viscosity
- (D) shear stress in fluids
- (E) buoyancy
