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Take og = 440 kPa (Figure 1) Part A Determine the normal stress acting on the inclined plane AB Express your answer to three

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Answer #1

Aim:

To determine Normal Stress and Shear Stress acting on the inclined plane AB

Solution:

As per given information,

A body is subject to stress in x - direction as

\sigma _{x} = 440 kPa

Plane AB is inclined at an angle of A = 30°

There is no stress acting in y - direction

\therefore \sigma _{y} = 0

The body is not subjected to any kind of shear stress.

.. Try = 0

Normal Stress acting on the inclined plane is given by the following relationship.

\mathbf{\sigma _{x^{'}}} =\frac{\sigma _{x}+\sigma _{y}}{2}+\frac{\sigma_{x}-\sigma_{y}}{2}\cos 2\theta+\tau_{xy}\sin 2\theta

\mathbf{\sigma _{y^{'}}} =\frac{\sigma _{x}+\sigma _{y}}{2}-\frac{\sigma_{x}-\sigma_{y}}{2}\cos 2\theta-\tau_{xy}\sin 2\thetabut we have to find only the value of \sigma _{x^{'}} .

Also we have values

\sigma _{x} = 440 kPa

\sigma _{y} = 0

\tau _{xy} = 0

A = 30°

Now substitute all the values in the above relationship.

\therefore \mathbf{\sigma _{x^{'}}} =\frac{440+0}{2}+\frac{440-0}{2}\cos (2*30^{o})+0*\sin( 2*30^{o})\therefore \mathbf{\sigma _{x^{'}}} =\frac{440}{2}+\frac{440}{2}\cos (60^{o})+0

\therefore \mathbf{\sigma _{x^{'}}} =220+110

\therefore \mathbf{\sigma _{x^{'}}} =330 kPa

Shear Stress acting on the inclined plane is given by the following relationship

\mathbf{\tau _{x^{'}y^{'}}} =-\frac{\sigma_{x}-\sigma_{y}}{2}\sin 2\theta+\tau_{xy}\cos 2\theta

Substitute all the values in the above relationship.

\therefore \mathbf{\tau _{x^{'}y^{'}}} =-\frac{440-0}{2}\sin( 2*30^{o})+0*\cos (2*30^{o})\therefore \mathbf{\tau _{x^{'}y^{'}}} =-\frac{440}{2}\sin( 60^{o})+0

\therefore \mathbf{\tau _{x^{'}y^{'}}} =-190.5255 kPa

\therefore \mathbf{\tau _{x^{'}y^{'}}} =190.5255 kPa.....(magnitude)​​​​​

Answer:

\mathbf{\sigma _{x^{'}}} =330.000 kPa

\mathbf{\tau _{x^{'}y^{'}}} =190.5255 kPa

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