Direction: In each of the following questions, a series is given with one term missing. Choose the correct alternatives from the given ones that will complete the series.
ZW3, UR6, PM10, KH15, ?
If L = +, M = -, N = X, P = ÷ then 5 N 5 P 5 L 5 M 5 =?
Study the following table carefully and answer the related question.
The following,table represents the three types of products A, B and C manufactured in a company during Five months.
In which of the following month there is a maximum percentage increase/decrease in the manufacturing of all three types of products together?
Which of the following components of MS-Office is mainly used for accounting purpose?
Microsoft first introduced an operating system named Windows in which year?
As per IS : 456 in a two-way slab, the width of the middle strip along each span should be
The rectangular beam of width, 250 mm is having an effective depth of 317 mm. The concrete grade is M20 and the grade of reinforcing steel is Fe415. The moment capacity of the section due to concrete as per limit state method is:
The grouping of piles will not reduce the load-carrying capacity in case of-
Dimensions of weight density (or specific weight) in terms of fundamental dimensions (M,L,T,) is given by
The slenderness limit for simply supported or continuous beam to ensure lateral stability is:
Select the related word from the given alternatives.
Cactus : Thorns : : Sheep :
The construction of optical squares is based on the principle of optical-
A simply supported beam is considered as a deep beam if the ratio of effective span to overall depth is less than-
Ductility of which of the following is the maximum?
The minimum thickness of a reinforced concrete wall should be-
The operation of removing humps and hollows of the uniform concrete surface is known as-
Moment of inertia is a concept application in the case of :
If the water table rises above ground level, then effective stress-
The bond stress acting parallel to the reinforcement on the interface between bar and concrete are:
For limit state of collapse in compression, the relationship between stress-strain distributing in concrete is assumed to be:
Von-Karmon at a definite distance from the wall -
The minor loss due to sudden contraction is due to: