Civil Engineering
GATE CE topic:structural-engineering PYQs
Build your understanding with focused practice from past exam papers.
Questions 151–160 of 1300. Imported answers require independent review unless marked reviewed.
Question 11
Open questionCEMCQ1 markNeeds review
Suppose
is an eigenvalue of matrix
and
is the corresponding eigenvector. Let
also be an eigenvector of the matrix
, where
is the identity matrix. Then, the eigenvalue of
corresponding to the eigenvector
is equal toYour answerChoose one option.
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For the matrix [A] given below, the transpose is ______.
Your answerChoose one option.
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Let
and
. For
to be solvable, which one of the following options is the correct condition on
,
, and
:Your answerChoose one option.
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Integration of
with x i.e.,
______.Your answerChoose one option.
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Which one of the following options is the correct Fourier series of the periodic function
described below:Your answerChoose one option.
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Consider the following statements (P) and (Q):
(P): Fly ash and ground granulated blast furnace slag can be used as mineral admixtures in concrete.
(Q): As per IS 456:2000, the minimum moist curing period becomes higher when a mineral admixture is added to concrete.
Identify the CORRECT option from choices given below.
Your answerChoose one option.
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is a random variable that can take any one of the values 0, 1, 7, 11, and 12. The probability mass function for
is
Then, the variance of
isYour answerChoose one option.
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Consider the pin-jointed truss shown in the figure. Influence line is drawn for the axial force in the member G-I, when a unit load travels on the bottom chord of the truss. Identify the CORRECT influence line from the following options:
Note: Positive value corresponds to tension and negative value corresponds to compression in the member.

Your answerChoose one option.
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As per IS 456:2000 provisions for two-way slabs with continuous edges, the longitudinal steel reinforcement to be provided in the edge strip is based on
Your answerChoose one option.
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The most suitable test for measuring the permeability of clayey soils in the laboratory is _____.
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