1
GATE CE 2002
MCQ (Single Correct Answer)
+1
-0.3
When designing steel structures, one must ensure that local buckling in webs does not take place. This check may not be very critical when using rolled steel sections because
A
Quality control at the time of manufacture of rolled sections is very good
B
Web depth available are small
C
Web stiffeners are in-built in rolled sections
D
Depth to thickness ratio (of the web) are appropriately adjusted
2
GATE CE 2002
MCQ (Single Correct Answer)
+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
The web is adequately stiffened
D
The conditions in $$(a)$$ and $$(c)$$ are met
3
GATE CE 2002
MCQ (Single Correct Answer)
+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
$$G\;=\;\frac E{\left[2(\mu - 1)\right]}$$
4
GATE CE 2002
MCQ (Single Correct Answer)
+2
-0.6
For the loading given in the figure below, two statements ( $${\rm I}$$ and $${\rm II}$$ ) are made. GATE CE 2002 Strength of Materials Or Solid Mechanics - Shear Force and Bending Moment Question 6 English

$${\rm I}.$$ $$\,\,\,\,\,\,\,\,\,$$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
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