GATE CE 1995
GATE CE
The inverse Laplace transform of $${{\left( {s + 9} \right)} \over {\left( {{s^2} + 6s + 13} \right)}}$$ is
View Question Let $$\,\,f\left( x \right) = x - \cos \,x.\,\,\,$$ Using Newton-Raphson method at the $$\,{\left( {n + 1} \right)^{th}
View Question The solution of a differential equation $${y^{11}} + 3{y^1} + 2y = 0$$ is of the form
View Question The differential equation $${y^{11}} + {\left( {{x^3}\,\sin x} \right)^5}{y^1} + y = \cos {x^3}\,\,\,\,$$ is
View Question The derivative of $$f(x, y)$$ at point $$(1, 2)$$ in the direction of vector $$\overrightarrow i + \overrightarrow j $$
View Question The function $$f\left( x \right) = \left| {x + 1} \right|$$ on the interval $$\left[ { - 2,0} \right]$$ is __________.
View Question The function $$f\left( x \right) = {x^3} - 6{x^2} + 9x + 25$$ has
View Question The void ratio of a soil sample can exceed unity.
View Question Aeolian Soils are
View Question The span to depth ratio limit is specified in $$IS:$$ $$456-2000$$ for the reinforced concrete beams, in order to ensure
View Question In a reinforced concrete beam-column, the increase in the flexural strength along with the increase in the axial strengt
View Question The lateral ties in a reinforced concrete rectangular column under axial compression are used to
View Question The effective width of a reinforced concrete $$T$$-beam flange under compression, according to $$IS:456$$ - $$1978,$$ gi
View Question Workability of concrete is influenced most by its
View Question A propped cantilever beam of span $$L,$$ is loaded with uniformly distributed load of intensity $$w/unit$$ length, all
View Question The forces in members $$'abc'$$ in the truss shown
View Question The number of simultaneous equations to be solved in the slope deflection method is equal to
View Question The magnitude of the bending Moment at the fixed support of the beam is equal to
View Question If the Shear Force at a section of a beam under bending is equal to zero then the Bending Moment at the section is
View Question A single bay single storey portal frame has a hinged left support and a fixed right support. It is loaded with $$u.d.l$$
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