Solve Normal Stress Problem: Width of 30kN Offset Link, 73MPa Max

ashleyw6
Messages
3
Reaction score
0

Homework Statement



An offset link supports a load of 30 kN as shown in figure 6. Determine its required width w if the total (combined) normal stress is not to exceed 73 MPa?

The cross section of the link is rectangular and has thickness of 40 mm

Homework Equations



stress= N/A

I have tried many different ways to solve this problem but end up hitting a wall! any help would be greatly appreciated :)
 

Attachments

  • Figure 6.JPG
    Figure 6.JPG
    3.5 KB · Views: 370
Last edited:
Physics news on Phys.org
hi ashley, welcome to pf

can't see the pic yet, they usually take a while to claar, what have you tried?
 
Hi lanedance,

I have tried using the shearforce formula: \tau=VQ/It but am unable to get any where...
 
without being able to see the pic... why are you finding shear stress? when you want to find normal stress (Force/Area)
 
wow how dumb do i look :P i have tried solving the question in every way i could think of but i am doing something wrong. I have used the normal shear formula but again to no avail.
Thanks for the help!
 
Thread 'Need help understanding this figure on energy levels'
This figure is from "Introduction to Quantum Mechanics" by Griffiths (3rd edition). It is available to download. It is from page 142. I am hoping the usual people on this site will give me a hand understanding what is going on in the figure. After the equation (4.50) it says "It is customary to introduce the principal quantum number, ##n##, which simply orders the allowed energies, starting with 1 for the ground state. (see the figure)" I still don't understand the figure :( Here is...
Thread 'Understanding how to "tack on" the time wiggle factor'
The last problem I posted on QM made it into advanced homework help, that is why I am putting it here. I am sorry for any hassle imposed on the moderators by myself. Part (a) is quite easy. We get $$\sigma_1 = 2\lambda, \mathbf{v}_1 = \begin{pmatrix} 0 \\ 0 \\ 1 \end{pmatrix} \sigma_2 = \lambda, \mathbf{v}_2 = \begin{pmatrix} 1/\sqrt{2} \\ 1/\sqrt{2} \\ 0 \end{pmatrix} \sigma_3 = -\lambda, \mathbf{v}_3 = \begin{pmatrix} 1/\sqrt{2} \\ -1/\sqrt{2} \\ 0 \end{pmatrix} $$ There are two ways...
Back
Top