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:


Here
is the normal stress which is 1750 psf
is 0
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

The maximum shear stress is given as
