View Full Version : Internal Forces (Engineering Mechanics)
physicsss
Oct29-05, 07:37 AM
problem says knowing radius of each pulley to be 7.2 in, neglect friction, find internal forces at point J of the frame.
1st question that I have is whether the tension in section C-E of the cable also 90 lb? how about section C-D. Also, in my diagram of each of the members, I don't know how to label forces at point E where two long members and the pulley meet.
Finally, can someone gimme an idea how to go about doing this problem?
http://img487.imageshack.us/img487/8272/15am.jpg
http://img487.imageshack.us/img487/4066/14ch.jpg
Pyrrhus
Oct29-05, 12:49 PM
Are points J and K joints? I think they are assuming pulleys have mass.
physicsss
Oct29-05, 03:02 PM
They are not joints. You're supposed to cut the member along that point to find the internal forces.
it's kind of like this: https://ecourses.ou.edu/cgi-bin/ebook.cgi?doc=&topic=st&chap_sec=08.1&page=theory&appendix=0
Pyrrhus
Oct29-05, 05:02 PM
Yes, i'm familiar with internal forces [resultants of the stresses] (axial, shear and flexionant moment). First is to find the reactions and simply cut BE member at J, and solve for the shear force and flexionant moment.
HeartbreakidX
Nov1-05, 01:04 PM
I beleive you dont need to take pulleys into consideration you just find all the force around the member where point J is.
Then you just cut at point J and calculate everything again
physicsss
Nov1-05, 01:59 PM
I'm having trouble finding the vertical component of the force acting on frame B...any ideas? I set the moment about A zero and I was able to find the horizontal component of the force acting on frame B.
Find the joint forces (E point) on the AE member then use them to find the vertical component of the reaction at B on the BE member.
physicsss
Nov1-05, 09:28 PM
I got 45 lb for the vertical component of the reaction force. is that right? :confused:
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