ISRO Scientist or Engineer Civil 2017

For the following questions answer them individually

Non coplanar concurrent forces are those forces which

The moment of inertia of a rectangular section 3 cm wide and 4 cm deep about an axis passing through its centre of gravity and parallel to width is

Two bars of different materials and same size are subjected to the same tensile force. If the bars have unit elongation in the ratio of 3:5, then the ratio of modulus of elasticity of the two materials will be

A body is subjected to a direct tensile stress of 300 MPa in one plane accompanied by a simple shear stress of 200 MPa. The maximum normal stress will be

vessel of 4 $$m^{3}$$ contains oil which weighs 30 kN. The specific weight of the oil is

A body floating in a liquid is said to be in a neutral equilibrium, if its metacentre

A Pitot tube is used to measure the

In open channels, the specific energy is the

Newton’s law of viscosity is a relationship between

When the length of chain used in measuring distance is longer than the standard length, the error in measured distance will be

B-coli or E-coli are generally harmless organisms and their presence in water indicates the

Excess of alumina in the clay

Fender piles are

The super elevation is

The minimum length of a valley curve should be such that the head light beam sight distance is equal to

A strut is a structural member subjected to

An activity in a project management network is

The relation between void ratio (e), degree of saturation (s), water content (w) and specific gravity of solids (G) is given by

The difference between maximum void ratio and minimum void ratio of a sand sample is 0.25. If relative density of this sample is 60% at a void ratio of 0.40, then the void ratio of this sample at its loosest state will be

A flow line in seepage through a soil medium is defined as the

The ratio of decrease in voids ratio of soil due to increase in effective stress is called

A simply supported beam A carries a point load at its mid span. Another identical beam B carries the same load but uniformly distributed over the entire span. The ratio of the maximum deflection of the beams A and B will be

A cantilever beam 2.5m long carries a uniformly distributed load 50 KN per meter over length of 1.5m from the free end. The value of maximum shear force and bending moment for the beam will be respectively;

Which of the following cements is expected to have the highest compressive strength after 3 days?

The section in which concrete is not fully stressed to its permissible value when stress in steel reaches its maximum value, is called

The effective depth of a singly reinforced rectangular beam is 400 mm. The section is over reinforced and the neutral axis is 180 mm below the top. If the maximum stress attained by concrete is 5 $$\frac{N}{mm^{2}}$$ and the modular ratio is 18, then the stress developed in the steel will be

If the bond stress developed in a reinforced concrete beam is more than permissible value, it can be brought down by

A T beam behaves like a rectangular beam of width equal to its flange, if neutral axis

In a reinforced concrete retaining wall, a shear key is provided if the

The general solution of the differential equation $$9yy'+4x = 0$$ is, $$( y' = \frac{dy}{dx}$$, C= constant ) 

if $$A = \begin{bmatrix}3 & 2 & -1 \\0 & 4 & 6 \end{bmatrix}$$ and $$B = \begin{bmatrix}1 & 0 & 2 \\5 & 3 & 1\\ 6 &4 & 2 \end{bmatrix}$$ Then the product of the matrices $$AB$$ is

A determinant $$(\delta)$$ of 3 rows $$(R_{1}, R_{2},R_{3})$$ and 3 columns $$(C_{1}, C_{2},C_{3})$$ has a value $$\delta$$ = 15 . If two columns $$C_{2} and C_{3}$$ of the determinant $$(\delta)$$ are interchanged, then the value of determinant will be

If $$u = \sin^{-1} \frac{x + y}{\sqrt{x} + \sqrt{y}}$$ then by Euler’s theorem, $$x. \frac{\partial u}{\partial x}+y .\frac{\partial u}{\partial y}$$ will be

While calculating the cost of a pile of bricks measured as $$2 m \times 15 m \times 1.2 m$$, the tape is stretched 1% beyond the standard length. If the count is 450 bricks per cubic meter and cost of bricks is Rs. 5,000 per 1000 no’s, the approximate error in the cost is

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