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Strength of Materials Or Solid Mechanics
Centroid and Moment of Inertia
Marks 1Marks 2
Torsion
Marks 1Marks 2
Pure Bending
Marks 1Marks 2
Shear Stress In Beams
Marks 1Marks 2
Strain Energy Method
Marks 1Marks 2
Columns and Struts
Marks 1Marks 2
Complex Stress
Marks 1Marks 2
Deflection of Beams
Marks 1Marks 2
Thin Cylinder
Marks 1Marks 2
Simple Stresses
Marks 1Marks 2
Shear Force and Bending Moment
Marks 1Marks 2
Propped Cantilever Beam
Marks 1Marks 2
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1
GATE CE 2025 Set 2
MCQ (Single Correct Answer)
+2
-0.67

Let the state of stress at a point in a body be the difference of two plane states of stress shown in the figure. Consider all the possible planes perpendicular to the $x-y$ plane and passing through that point. The magnitude of the maximum compressive stress on any such plane is $k \sigma_0$, where $k$ is equal to _________ (round off to one decimal place).

GATE CE 2025 Set 2 Strength of Materials Or Solid Mechanics - Complex Stress Question 1 English
A
3.0
B
2.1
C
1.7
D
1.5
2
GATE CE 2024 Set 1
MCQ (Single Correct Answer)
+2
-0.833

Find the correct match between the plane stress states and the Mohr’s circles.

GATE CE 2024 Set 1 Strength of Materials Or Solid Mechanics - Complex Stress Question 5 English
A

(P)-(III); (Q)-(IV); (R)-(I); (S)-(II)

B

(P)-(III); (Q)-(II); (R)-(I); (S)-(IV)

C

(P)-(I); (Q)-(IV); (R)-(III); (S)-(II)

D

(P)-(I); (Q)-(II); (R)-(III); (S)-(IV)

3
GATE CE 2023 Set 2
MCQ (Single Correct Answer)
+2
-0.67

In a two-dimensional stress analysis, the state of stress at a point is shown in the figure. The values of length of PQ, QR, and RP are 4, 3, and 5 units, respectively. The principal stresses are ________. (round off to one decimal place)

GATE CE 2023 Set 2 Strength of Materials Or Solid Mechanics - Complex Stress Question 3 English
A
σx = 26.7 MPa, σy = 172.5 MPa
B
σx = 54.0 MPa, σy = 128.5 MPa
C
σx = 67.5 MPa, σy = 213.3 MPa 
D
σx = 16.0 MPa, σy = 138.5 MPa
4
GATE CE 2023 Set 2
Numerical
+2
-0
A 2D thin plate with modulus of elasticity, 𝐸 = 1.0 N/m2, and Poisson’s ratio, 𝜇 = 0.5, is in plane stress condition. The displacement field in the plate is given by 𝑢 = 𝐶𝑥2𝑦 and 𝑣 = 0, where 𝑢 and 𝑣 are displacements (in m) along the 𝑋 and 𝑌 directions, respectively, and 𝐶 is a constant (in m−2). The distances x and y along X and Y, respectively, are in m. The stress in the 𝑋 direction is 𝜎𝑋𝑋 = 40𝑥𝑦 N/m2, and the shear stress is 𝜏𝑋𝑌 = 𝛼𝑥2 N/m2. What is the value of 𝛼 (in N/m4, in integer)? ________
Your input ____
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Questions Asked from Marks 2
GATE CE 2025 Set 2 (1) GATE CE 2024 Set 1 (1) GATE CE 2023 Set 2 (2) GATE CE 2023 Set 1 (1) GATE CE 2016 Set 2 (1) GATE CE 2014 Set 2 (1) GATE CE 2013 (1) GATE CE 2004 (2) GATE CE 1994 (1) GATE CE 1993 (1) GATE CE 1990 (1)
GATE CE Subjects
Engineering Mechanics
Strength of Materials Or Solid Mechanics
Structural Analysis
Construction Material and Management
Reinforced Cement Concrete
Steel Structures
Geotechnical Engineering
Fluid Mechanics and Hydraulic Machines
Hydrology
Irrigation
Geomatics Engineering Or Surveying
Environmental Engineering
Transportation Engineering
Engineering Mathematics
General Aptitude