GATE 1995 Civil Engineering

The function $$f\left( x \right) = \left| {x + 1} \right|$$ on the interval $$\left[ { - 2,0} \right]$$ is __________.

In a reinforced concrete beam-column, the increase in the flexural strength along with the increase in the axial strength occurs

Aeolian Soils are

The void ratio of a soil sample can exceed unity.

Workability of concrete is influenced most by its

The solution of a differential equation $${y^{11}} + 3{y^1} + 2y = 0$$ is of the form

If the Shear Force at a section of a beam under bending is equal to zero then the Bending Moment at the section is

The number of simultaneous equations to be solved in the slope deflection method is equal to

The derivative of $$f(x, y)$$ at point $$(1, 2)$$ in the direction of vector $$\overrightarrow i + \overrightarrow j $$ is $$2\sqrt 2 $$ and in the direction of the vector $$ - 2\o...

Let $$\,\,f\left( x \right) = x - \cos \,x.\,\,\,$$ Using Newton-Raphson method at the $$\,{\left( {n + 1} \right)^{th}}$$ iteration, the point $$\,{x_{n + 1}}$$ is computed from $...

The differential equation $${y^{11}} + {\left( {{x^3}\,\sin x} \right)^5}{y^1} + y = \cos {x^3}\,\,\,\,$$ is

The inverse Laplace transform of $${{\left( {s + 9} \right)} \over {\left( {{s^2} + 6s + 13} \right)}}$$ is

The function $$f\left( x \right) = {x^3} - 6{x^2} + 9x + 25$$ has

The effective width of a reinforced concrete $$T$$-beam flange under compression, according to $$IS:456$$ - $$1978,$$ given $${l_0}$$ is the distance between the adjacent zero mome...

The lateral ties in a reinforced concrete rectangular column under axial compression are used to

The span to depth ratio limit is specified in $$IS:$$ $$456-2000$$ for the reinforced concrete beams, in order to ensure that the

A single bay single storey portal frame has a hinged left support and a fixed right support. It is loaded with $$u.d.l$$ on the beam. Which one of the following statements is true...

A propped cantilever beam of span $$L,$$ is loaded with uniformly distributed load of intensity $$w/unit$$ length, all through the span. Bending moment at the fixed end is