Strength of Materials
Pure Bending
Marks 1Marks 2
Stresses In Beams
Marks 1Marks 2
Simple Stress and Strain
Marks 1Marks 2
Complex Stresses
Marks 1Marks 2
Moment of Inertia
Marks 1Marks 2
Deflection of Beams
Marks 1Marks 2
Shear Force and Bending Moment
Marks 1Marks 2
Thin Cylinders
Marks 1Marks 2
Columns and Struts
Marks 1Marks 2
Strain Energy Method
Marks 1Marks 2
1
GATE ME 2014 Set 4
Numerical
+2
-0
A thin gas cylinder with an internal radius of 100 mm is subject to an internal pressure of 10 MPa. The maximum permissible working stress is restricted to 100 MPa. The minimum cylinder wall thickness (in mm) for safe design must be ____________.
Your input ____
2
GATE ME 2008
MCQ (Single Correct Answer)
+2
-0.6
A cylindrical container of radius $$R=1$$m, wall thickness $$1$$mm is filled with water upto a depth of $$2$$m and suspended along with its upper rim. The density of water is $$1000$$kg/m3 and acceleration due to gravity is $$10$$ m/s2. The self weight of the cylinder is negligible. The formula for hoop stress in a thin walled cylinder can be used at all points along the height of the cylindrical container. GATE ME 2008 Strength of Materials - Thin Cylinders Question 6 English

The axial and circumferential stress $$\left( {{\sigma _{a,}}\,{\sigma _c}} \right)$$ experienced by the cylinder wall a mid-depth ($$1$$ m as shown) are

A
$$(10, 10)$$ MPa
B
$$(5, 10)$$ MPa
C
$$(10, 5)$$ MPa
D
$$(5, 5)$$ MPa
3
GATE ME 2008
MCQ (Single Correct Answer)
+2
-0.6
A cylindrical container of radius $$R=1$$m, wall thickness $$1$$mm is filled with water upto a depth of $$2$$m and suspended along with its upper rim. The density of water is $$1000$$kg/m3 and acceleration due to gravity is $$10$$ m/s2. The self weight of the cylinder is negligible. The formula for hoop stress in a thin walled cylinder can be used at all points along the height of the cylindrical container. GATE ME 2008 Strength of Materials - Thin Cylinders Question 5 English

If the Young's modulus and Poisson's ratio of the container material are $$100$$GPa and $$0.3$$, respectively. The axial strain in the cylinder wall at mid height is

A
$$2 \times {10^{ - 5}}$$
B
$$6 \times {10^{ - 5}}$$
C
$$7 \times {10^{ - 5}}$$
D
$$1.2 \times {10^{ - 5}}$$
4
GATE ME 1996
Subjective
+2
-0
A thin cylinder of $$100$$mm internal diameter and $$5$$mm thickness is subjected to an internal pressure of $$10$$ MPa and a torque of $$2000$$ Nm. Calculate the magnitudes of the principal stresses.
GATE ME Subjects
Engineering Mechanics
Machine Design
Strength of Materials
Heat Transfer
Production Engineering
Industrial Engineering
Turbo Machinery
Theory of Machines
Engineering Mathematics
Fluid Mechanics
Thermodynamics
General Aptitude