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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 $$\left[ {\matrix{ 5 &amp; 3 &amp; 2 ... The eigen values of the matrix$$\left[ {\matrix{ 5 &amp; 3 \cr 2 &amp; ...
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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