1
GATE CE 2017 Set 2
MCQ (Single Correct Answer)
+1
-0.3
In a material under a state of plane strain, a 10×10 mm square centered at a point gets
deformed as shown in the figure.
If the shear strain $$\gamma_{xy}$$ at this point is expressed as 0.001k (in rad), the value of k is
2
GATE CE 2017 Set 1
MCQ (Single Correct Answer)
+1
-0.3
An elastic bar of length L, uniform cross sectional area A, coefficient of thermal expansion
a, and Young’s modulus E is fixed at the two ends. The temperature of the bar is increased
by T, resulting in an axial stress $$\sigma$$. Keeping all other parameters unchanged, if the length of
the bar is doubled, the axial stress would be
3
GATE CE 2015 Set 1
Numerical
+1
-0
A tapered circular rod of diameter varying from 20 mm to 10 mm is connected to another uniform
circular rod of diameter 10 mm as shown in the following figure. Both bars are made of same
material with the modulus of elasticity, E = 2 $$ \times $$ 105 MPa. When subjected to a load P = 30$$\pi $$ kN, the deflection at point A is _______________ mm.
Your input ____
4
GATE CE 2012
MCQ (Single Correct Answer)
+1
-0.3
The Poisson's ratio is defined as
Questions Asked from Simple Stresses (Marks 1)
Number in Brackets after Paper Indicates No. of Questions
GATE CE Subjects
Construction Material and Management
Geomatics Engineering Or Surveying
Levelling Traversing Theodolites and Plane Table Surveying Measurement of Area, Volume and Theory of Errors and Survey Adjustment Field Astronomy and Photogrammetric Surveying Basics of GIS, GPS and Remote Sensing Angular Measurements and Compass Survey Basic Concepts Linear Measurements and Chain Survey
Engineering Mechanics
Hydrology
Transportation Engineering
Strength of Materials Or Solid Mechanics
Reinforced Cement Concrete
Steel Structures
Environmental Engineering
Engineering Mathematics
Structural Analysis
Geotechnical Engineering
Origin of Soils Definitions and Properties of Soils Classification of Soils and Clay Mineralogy Effective Stress and Permeability Seepage Analysis Compaction of Soil Compressibility and Consolidation Shear Strength of Soil Stress Distribution of Soil Retaining Wall and Earth Pressure Stability of Slopes Shallow Foundation Pile Foundation Soil Stabilization
Fluid Mechanics and Hydraulic Machines
General Aptitude