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
Strength of Materials Or Solid Mechanics
Reinforced Cement Concrete
Steel Structures
Irrigation
Environmental Engineering
Engineering Mathematics
Structural Analysis
Geotechnical Engineering
Fluid Mechanics and Hydraulic Machines
General Aptitude
EXAM MAP
Joint Entrance Examination