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GATE CE 2001

Exam Held on Thu Jan 01 1970 00:00:00 GMT+0000 (Coordinated Universal Time)
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GATE CE

The determinant of the following matrix $$\left[ {\matrix{ 5 & 3 & 2 ...
The eigen values of the matrix $$\left[ {\matrix{ 5 & 3 \cr 2 & ...
The product $$\left[ P \right]\,\,{\left[ Q \right]^T}$$ of the following two ma...
Limit of the following series as $$x$$ approaches $${\pi \over 2}$$ is <br>$$f...
The solution for the following differential equation with boundary conditions $...
The number of boundary conditions required to solve the differential equation $...
The inverse Laplace transform of $$1/\left( {{s^2} + 2s} \right)$$ is
A 15 cm length of steel rod with relative density of 7.4 is submerged in a two l...
Identify the FALSE statement from the following, pertaining to the design of con...
Consider the following two statements related to reinforced concrete design, and...
The effective spans for a simple one-way slab system, with an overhang are indic...
Identify the most efficient butt joint (with double cover plates) for a plate in...
Consider the following two statements related to structural steel design, and id...
The relevant cross-sectional details of a compound beam comprising a symmetric $...
The bending moment (in $$kN$$-$$m$$ units) at the mid-span location $$X$$ in the...
The degree of static indeterminacy, $${N_s}$$ and the degree of kinematic indete...
Identify, from the following, the correct value of the bending moment $${M_A}\,\...
Identify the <b>FALSE</b> statement from the following, pertaining to the effect...
The frame below shows three beam elements $$OA, OB$$ and $$OC$$, with identical ...
The two-span continuous beam shown below is subject to a clockwise rotational sl...
The design value of lateral friction coefficient on highway is

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