GATE CE 2003
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## GATE CE

Given matrix $$\left[ A \right] = \left[ {\matrix{ 4 &amp; 2 &amp; 1 &amp; 3 \cr 6 &amp; 3 &amp; 4 &amp; 7 \cr View Question The vector field$$\,F = x\widehat i - y\widehat j\,\,$$(where$$\widehat i$$and$$\widehat j$$are unit vectors) is View Question A box contains$$10$$screws,$$3$$of which are defective. Two screws are drawn at random with replacement. The probabi View Question If$$L$$denotes the laplace transform of a function,$$L\left\{ {\sin \,\,at} \right\}$$will be equal to View Question Maximum strains in an extreme fibre in concrete and in the tension reinforcement (Fe-$$415$$grade and$${E_s} = 200\,\,
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A reinforced concrete beam, size $$200$$ $$mm$$ wide and $$300$$ $$mm$$ deep overall is simply supported over a span of
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A reinforced concrete beam, size $$200$$ $$mm$$ wide and $$300$$ $$mm$$ deep overall is simply supported over a span of
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The effective length of a column in a reinforced concrete building frame, as per $$IS:$$ $$456$$-$$2000,$$ is independe
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A concrete column carries an axial load of $$450$$ $$kN$$ and a bending moment of $$60$$ $$kN$$-$$m$$ at its base. An is
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A truss tie consisting of $$2$$ $$ISA$$ $$75 \times 75 \times 8\,\,mm$$ carries a pull of $$150$$ $$kN.$$ At ends the tw
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A truss tie consisting of $$2$$ $$ISA$$ $$75 \times 75 \times 8\,\,mm$$ carries a pull of $$150$$ $$kN.$$ At ends the tw
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In the design of lacing system for a, built-up steel column, the maximum allowable slenderness ratio of lacing bar is
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Group-$${\rm I}$$ contains some elements in design of a simply supported plate girder and Group-$${\rm II}$$ gives some
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A curved number with a straight vertical leg is carrying a vertical load at $$Z,$$ as shown in the figure. The stress r
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List - $${\rm I}$$ shows different loads acting on a beam and list - $${\rm II}$$ shows different bending moment distrib
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A simply supported beam of uniform rectangular cross-section of width $$b$$ and depth $$h$$ is subjected to linear tempe
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A $$''H''$$ Shaped frame of uniform flexural rigidity $$EI$$ is loaded as shown in the figure. The relative outward disp
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For linear elastic systems, the type of displacement function for the strain energy is
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A long structural column (length $$-L$$) with both ends hinged is acted upon by an axial compressive load $$P.$$ The dif
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A stepped steel shaft shown below is subjected to $$10$$ $$N$$-$$m$$ torque. If the modulus of rigidity is $$80$$ $$GPa, View Question Muller Breslau Principle in structural analysis is used for View Question A beams$$PQRS$$is$$18m$$long and is simply supported at points$$Q$$and$$R10m$$apart. overhangs$$
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A beams $$PQRS$$ is $$18$$ $$m$$ long and is simply supported at points $$Q$$ and $$R$$ $$10$$ $$m$$ apart. overhangs $$View Question A beams$$PQRS$$is$$18m$$long and is simply supported at points$$Q$$and$$R10m$$apart. overhangs$$
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In a redundant joint model, three bar members are pin connected at $$Q$$ as shown in the figure. Under some load placed
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The stiffness $$K$$ of a beam deflecting in a symmetric mode, as shown in the figure, is _______
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A steel portal frame has dimensions, plastic moment capacitance and applied loads as shown in the figure. The vertical l
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A truss, as shown in the figure, is carrying $$180$$ $$kN$$ load at node $${L_2}.$$ The force in the diagonal member {
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Joint Entrance Examination