1
GATE CE 2000
MCQ (Single Correct Answer)
+1
-0.3
The stress-strain diagram for two materials A and B is shown below: GATE CE 2000 Strength of Materials Or Solid Mechanics - Simple Stresses Question 17 English The following statements are made based on this diagram:
I. Material A is more brittle than material B.
II. The ultimate strength of material B is more than that of A.
With reference to the above statements, which of the following applies?
A
Both the statements are false.
B
Both the statements are true.
C
I is true but II is false.
D
I is false but II is true.
2
GATE CE 2000
MCQ (Single Correct Answer)
+2
-0.6
The four cross sections shown below are required to be ordered in the increasing order of their respective shape factors. GATE CE 2000 Structural Analysis - Plastic Analysis Question 11 English
A
$${\rm I}{\rm I}{\rm I},\,\,{\rm I},\,\,{\rm I}V,{\rm I}{\rm I}$$
B
$${\rm I},\,\,{\rm I}{\rm I},\,\,{\rm I}{\rm I}{\rm I},{\rm I}V$$
C
$${\rm I}{\rm I}{\rm I},\,\,{\rm I}V,\,\,{\rm I},\,\,{\rm I}{\rm I}$$
D
$${\rm I}{\rm I}{\rm I},\,\,{\rm I}V,\,\,{\rm I}{\rm I},\,\,{\rm I}$$
3
GATE CE 2000
MCQ (Single Correct Answer)
+2
-0.6
The following two statements are made with reference to the planar truss shown below : GATE CE 2000 Structural Analysis - Indeterminacy Question 2 English

$${\rm I}.$$ The truss is statically determinate
$${\rm II}.$$ The truss is kinematically determinate

With reference to the above statements, which of the following applies ?

A
Both statements are true
B
Both statements are false
C
$${\rm II}$$ is true but $${\rm I}$$ is false
D
$${\rm I}$$ is true but $${\rm II}$$ is false
4
GATE CE 2000
MCQ (Single Correct Answer)
+1
-0.3
Identify the FALSE statement from the following, pertaining to the methods of structural analysis.
A
Influence lines for stress resultants in beams can be drawn using Muller Breslau's Principle.
B
The Moment Distribution Method is a force method of analysis, not a displacement method.
C
The Principle of Virtual Displacements can be used to establish a condition of equilibrium.
D
The Substitute Frame Method is not applicable to frames subjects to significant side sway.
EXAM MAP