The part of the wall on which the arch rests, is called
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The ratio (water content−plastic limit/plasticity index) for a soil mass is called
A sewer which receives the discharge of a number of house sewers is called -
The shearing strength of a cohesion less coil depends on -
Physical properties which influence permeability are -
In a gradually varied flow, if dy/dx is positive them dE/dx will be
Directions: the related Word from the given alternatives.
Bird : Wings ∷ Fish : ?
Directions: A pair of number is given. Select the pair which shows the similar relationship that is shown by the given pair. 1984 : 4891
Section modulus for a rectangular section is given as-
According to IS 456 - 1978, the thickness of reinforced concrete footing on piles at its edge is kept less than-
The ratio of the rate of change of discharge of the outlet to the rate of change of discharge of the distributor channel is known as -
Name the tests to find out the strength properties of a soil
In an experiment for the determination of the shrinkage limit, the following observations are taken
(a) the volume of saturated soil = 9.95 ml
(b) mass of saturated soil = 17.5 ml
(c) the volume of dry soil after shrinkage = 5.60 ml
(d) mass of dry soil after shrinkage = 11.5 ml
compute the shrinkage limit and the specific gravity of soils
The extreme bending moment caused by the total of a uniformly distributed load (W) on a cantilever beam of span L is-
Force method in structural analysis always ensures
If Mohr's circle is drawn for a fluid body at rest, it would be-
When the deposits of efflorescence are more than 10 percent and less than 50 percent of the exposed areas of brick, the presence of efflorescence is classified as :
As per IS 456: 2000, for seawater grade of concrete lower than which of the following shall not be used in reinforced concrete:
If in a truss the internal static indeterminacy is less than zero then-
Scrap value of a property may be __________.
For controlling the growth of algae, the chemical generally used is:
The durability of concrete is directly proportional to: