1
GATE CE 2016 Set 2
+2
-0.6
For the stress state (in MPa) shown in the figure, the major principal stress is 10 MPa.

The shear stress $$\tau$$ is

A
$$10.0$$ $$MPa$$
B
$$5.0$$ $$MPa$$
C
$$2.5$$ $$MPa$$
D
$$0.0$$ $$MPa$$
2
GATE CE 2014 Set 2
Numerical
+2
-0
For the state of plane stress (in $$MPa$$) shown in the figure below, the maximum shear stress (in $$MPa$$) is ___________
3
GATE CE 2013
+2
-0.6
The state of $$2D$$-stress at a point is given by the following matrix of stresses: $$\left[ {\matrix{ {{\sigma _{xx}}} & {{\sigma _{xy}}} \cr {{\sigma _{xy}}} & {{\sigma _{yy}}} \cr } } \right] = \left[ {\matrix{ {100} & {30} \cr {30} & {20} \cr } } \right]MPa$$\$

What is the magnitude of maximum shear stress in $$MPa$$ ?

A
$$50$$
B
$$75$$
C
$$100$$
D
$$110$$
4
GATE CE 2004
+2
-0.6
If principle stresses in two-dimensional case are $$\left( - \right)\,\,10\,MPa$$ and $$20$$ $$MPa$$ respectively, then maximum shear stress at the point is
A
$$10$$ $$MPa$$
B
$$15$$ $$MPa$$
C
$$20$$ $$MPa$$
D
$$30$$ $$MPa$$
GATE CE Subjects
Construction Material and Management
Geomatics Engineering Or Surveying
Engineering Mechanics
Transportation Engineering
Environmental Engineering
Geotechnical Engineering
Fluid Mechanics and Hydraulic Machines
General Aptitude
EXAM MAP
Medical
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