1
GATE CE 2002
+1
-0.3
An $$ISMB$$ $$500$$ is used as a beam in a multi-storey construction. From the view point of structural design, it can be considered to be 'laterally restrained' when,
A
The tension flange is 'laterally restrained'
B
The compression flange is 'laterally restrained'
C
D
The conditions in $$(a)$$ and $$(c)$$ are met
2
GATE CE 2002
+1
-0.3
The shear modulus (G), modulus of elasticity (E) and the Poisson's ratio ($$\mu$$) of a material are related as
A
$$G\;=\;\frac E{\left[2(1+\mu)\right]}$$
B
$$E\;=\;\frac G{\left[2(1+\mu)\right]}$$
C
$$G\;=\;\frac E{\left[2(1-\mu)\right]}$$
D
$$G\;=\;\frac E{\left[2(\mu - 1)\right]}$$
3
GATE CE 2002
+2
-0.6
For the loading given in the figure below, two statements ( $${\rm I}$$ and $${\rm II}$$ ) are made.

$${\rm I}.$$ $$\,\,\,\,\,\,\,\,\,$$Member $$AB$$ carries shear force and bending moment
$${\rm II}.$$ $$\,\,\,\,\,\,\,$$Member $$BC$$ carries axial load and shear force

Which of the following is true ?

A
Statement $${\rm I}$$ is true but $${\rm I}$$$${\rm I}$$ is false
B
Statement $${\rm I}$$ is false but $${\rm II}$$ is true
C
Both Statements $${\rm I}$$ and Statement $${\rm II}$$ are true
D
Both Statements $${\rm I}$$ and Statement $${\rm II}$$ are false
4
GATE CE 2002
+2
-0.6
In the propped cantilever beam carrying a uniformly distributed load of $$w$$-$$kN/m,$$ shown in the following figure, the reaction at the support $$'B'$$ is
A
$${5 \over 8}wL$$
B
$${3 \over 8}wL$$
C
$${1 \over 2}wL$$
D
$${3 \over 4}wL$$
GATE CE Papers
2018
2017
2016
2015
2014
2013
2012
2011
2010
2009
2008
2007
2006
2005
2004
2003
2002
2001
2000
1999
1998
1997
1996
1995
1994
1993
1992
1991
1990
1989
1988
1987
EXAM MAP
Joint Entrance Examination