ISRO Scientist or Engineer Civil 2015

For the following questions answer them individually

If R is the radius of earth and his the altitude above mean sea level at a location then correction for length L for reduction to mean sea level is

Whenthe bubbleof the level tube of a level remains central

The instrument which is used in plane tabling for obtaining horizontal and vertical distances directly without resorting to chaining, is known as

If two equal forces of magnitude P act at an angle $$\theta$$, their resultant, will be

The moment of inertia of a hollow circular section whose external diameter is 8 cm and internal diameter is 6 cm, about centroidal axis is

To double the period ofoscillation of a simple pendulum

If $$l$$ is the span of a light suspension bridge whose each cable carries total weight $$(\omega)$$ and the central dip is $$y$$, the horizontal pull at each support, is

A simply supported beam of span L carries a total load W which is uniformly distributed.The maximum bending moment M is

If there are ‘m’ unknown numberforces, ‘r’ unknown reaction components and ‘j’ number of joints, then the degreeofstatic indeterminacyofpin-jointed plane frameis given by

If the depth of a simply supported beam carrying an isolated load at its centre, is doubled, the deflection of the beam at the centre will be changed by a factor of

Which is the correct statement as per Law of polygon of forces?

The ratio of hydraulic radius of a pipe running full to the hydraulic radius of a square section of a channel running full whoseside is equal to the diameter of the pipe is

The line of action of the buoyantforce acts through the

Match List-I with List-II and select the correct answer using the code given below the Lists:

Toughness index of q soil is defined as the ratio of

A-soil has liquid limit = 32, plastic limit = 18, shrinkage limit = 8 and natural moisture content = 22%. What will be its liquidity index andplasticity index?

A cohesive soil yields a maximum dry density of 18 $$\frac{KN}{m^{3}}$$ during a standard Proctor Compaction test. If the specific gravity is 2.65, what would beits void ratio?

Effective stress on soil

The slope of isochrones at any point at a given time indicates the rate of change of

Clay layer A with single drainage and coefficient of consolidation Cv takes 6 months to achieve 50% consolidation. The time to layer B of the same thickness with double drainage and coefficient of consolidation $$\frac{Cv}{2}$$ to achieve the same degree of consolidation

To generate the jth column of the flexibility matrix

Slenderness ratio of a compression memberis

The thickness “t” of a single flat lacing should not be less than

The normal scour depth D below the designed flood level of a river may be calculated from the Lacey's equation, where C= Constant, Q = Design flood discharge and f=silt factor

A fallina canal bed is generally provided, if

The radius of curvature provided along a transition curve, is

The individual variation between test strength of concrete cube sample should not be more than

In prestressed concrete

The series $$1+\frac{1}{2^{2}}-\frac{1}{3^{2}}-\frac{1}{4^{2}}-\frac{1}{5^{2}}+\frac{1}{6^{2}}-\frac{1}{7^{2}}-\frac{1}{8^{2}}+............\infty$$ is

The complete solution of the linear differential equation $$\frac{d^{2} y}{dx^{2}}+(a+b)\frac{dy}{dx}+aby=0$$

If $$f(x, y) = x^{3}y - xy^{3}$$, then what is the value of $$[\frac{1}{(\frac{df}{dx})}+\frac{1}{(\frac{df}{dy})}] x = 1, y = 2 ?$$

What is the complete solution for the equation $$x (y - z) p + y(z - x)q = z(x - y)?$$

The solution of $$\frac{d^{2}z}{dx^{2}}+z = 0$$ given that when $$x = 0, z = e^{y}$$ and $$\frac{dz}{dx} = 1$$ is

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