Explanation:
Value of the cross-sectional area is as follows.
A =
= 3.45 ![in^{2}](https://tex.z-dn.net/?f=in%5E%7B2%7D)
The given data is as follows.
Allowable stress = 14,500 psi
Shear stress = 7100 psi
Now, we will calculate maximum load from allowable stress as follows.
![P_{max} = \sigma_{a}A](https://tex.z-dn.net/?f=P_%7Bmax%7D%20%3D%20%5Csigma_%7Ba%7DA)
= ![14500 \times 3.45](https://tex.z-dn.net/?f=14500%20%5Ctimes%203.45)
= 50025 lb
Now, maximum load from shear stress is as follows.
![P_{max} = 2 \times \tau_{a} \times A](https://tex.z-dn.net/?f=P_%7Bmax%7D%20%3D%202%20%5Ctimes%20%5Ctau_%7Ba%7D%20%5Ctimes%20A)
= ![2 \times 7100 \times 3.45](https://tex.z-dn.net/?f=2%20%5Ctimes%207100%20%5Ctimes%203.45)
= 48990 lb
Hence,
will be calculated as follows.
![P_{max} = min((P_{max})_{\sigma}, (P_{max})_{\tau})](https://tex.z-dn.net/?f=P_%7Bmax%7D%20%3D%20min%28%28P_%7Bmax%7D%29_%7B%5Csigma%7D%2C%20%28P_%7Bmax%7D%29_%7B%5Ctau%7D%29)
= 48990 lb
Thus, we can conclude that the maximum permissible load
is 48990 lb.