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In a shear box test on sand a shearing force of 800 psf was applied with normal stress of 1750 psf. Find the major and minor principal stresses.

User Kumba
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Answer:

The major and minor stresses are as 2060.59 psf, -310.59 psf and 1185.59 psf.

Step-by-step explanation:

The major and minor principal stresses are given as follows:


\sigma_(max)=(\sigma_x+\sigma_y)/(2)+\sqrt{\left((\sigma_x-\sigma_y)/(2)\right)^2+\tau_(xy)^2}


\sigma_(min)=(\sigma_x+\sigma_y)/(2)-\sqrt{\left((\sigma_x-\sigma_y)/(2)\right)^2+\tau_(xy)^2}

Here


  • \sigma_x is the normal stress which is 1750 psf

  • \sigma_y is 0

  • \tau_(xy) is the shear stress which is 800 psf

So the formula becomes


\sigma_(max)=(\sigma_x+\sigma_y)/(2)+\sqrt{\left((\sigma_x-\sigma_y)/(2)\right)^2+\tau_(xy)^2}\\\sigma_(max)=(1750+0)/(2)+\sqrt{\left((1750-0)/(2)\right)^2+(800)^2}\\\sigma_(max)=875+√(\left(875)^2+(800)^2) \\\sigma_(max)=875+√(765625+640000)\\\sigma_(max)=875+1185.59\\\sigma_(max)=2060.59 \text{psf}

Similarly, the minimum normal stress is given as


\sigma_(min)=(\sigma_x+\sigma_y)/(2)-\sqrt{\left((\sigma_x-\sigma_y)/(2)\right)^2+\tau_(xy)^2}\\\sigma_(min)=(1700+0)/(2)-\sqrt{\left((1700-0)/(2)\right)^2+(800)^2}\\\sigma_(min)=875-√((875)^2+(800)^2)\\\sigma_(min)=875-√(765625+640000)\\\sigma_(min)=875-1185.59\\\sigma_(min)=-310.59 \text{ psf}

The maximum shear stress is given as


\tau_(max)=(\sigma_(max)-\sigma_(min))/(2)\\\tau_(max)=(2060.59-(-310.59))/(2)\\\tau_(max)=(2371.18)/(2)\\\tau_(max)=1185.59 \text{psf}

User Lhache
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