1
GATE CE 2025 Set 2
MCQ (Single Correct Answer)
+1
-0.33

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.

GATE CE 2025 Set 2 Structural Analysis - Influence Line Diagram Question 1 English
A
GATE CE 2025 Set 2 Structural Analysis - Influence Line Diagram Question 1 English Option 1
B
GATE CE 2025 Set 2 Structural Analysis - Influence Line Diagram Question 1 English Option 2
C
GATE CE 2025 Set 2 Structural Analysis - Influence Line Diagram Question 1 English Option 3
D
GATE CE 2025 Set 2 Structural Analysis - Influence Line Diagram Question 1 English Option 4
2
GATE CE 2023 Set 2
MCQ (Single Correct Answer)
+1
-0.33
Muller-Breslau principle is used in analysis of structures for ________.
A
drawing an influence line diagram for any force response in the structure
B
writing the virtual work expression to get the equilibrium equation
C
superposing the load effects to get the total force response in the structure
D
relating the deflection between two points in a member with the curvature diagram in-between 
3
GATE CE 2014 Set 1
MCQ (Single Correct Answer)
+1
-0.3
In a beam of length $$L,$$ four possible influence line diagrams for shear force at a section located at a distance of $${L \over 4}$$ from the left end support (marked as $$P,Q,R$$ and $$S$$ ) are shown below. The correct influence line diagram is GATE CE 2014 Set 1 Structural Analysis - Influence Line Diagram Question 11 English 1 GATE CE 2014 Set 1 Structural Analysis - Influence Line Diagram Question 11 English 2
A
$$P$$
B
$$Q$$
C
$$R$$
D
$$S$$
4
GATE CE 2004
MCQ (Single Correct Answer)
+1
-0.3
A homogeneous, simply supported prismatic beam of width $$B,$$ depth $$D$$ and span $$L$$ is subjected to a concentrated load of magnitude $$P.$$ The load can be placed anywhere along the span of the beam. The maximum flexural stress developed in beam is
A
$${2 \over 3}{{PL} \over {B{D^2}}}$$
B
$${3 \over 4}{{PL} \over {B{D^2}}}$$
C
$${4 \over 3}{{PL} \over {B{D^2}}}$$
D
$${3 \over 2}{{PL} \over {B{D^2}}}$$
GATE CE Subjects
EXAM MAP