The forum discussion centers on calculating the moments about point A in a static equilibrium problem involving a rod with forces of 5 kips and 2 kips acting downward. Participants emphasize the importance of considering individual moments for each force and the reactions at points A and B. The calculations involve using the moment equation M = F x D, where the distances from point A to the forces are critical. The consensus is that the sum of the moments about point A must equal zero, and the reactions at A and B must be determined to solve the problem accurately.
PREREQUISITES
Understanding of static equilibrium principles
Familiarity with moment calculations (M = F x D)
Knowledge of reaction forces at supports (pinned and roller supports)
Ability to interpret force diagrams and distances in engineering contexts
NEXT STEPS
Calculate individual moments for each force acting on the rod about point A
Learn how to determine reaction forces at supports in static systems
Study examples of similar static equilibrium problems involving multiple forces
Explore the implications of non-equilibrium conditions in mechanical systems
USEFUL FOR
Engineering students, mechanical engineers, and anyone involved in structural analysis or statics who seeks to understand the calculation of moments in static equilibrium problems.
#31
Dellis
90
0
stewartcs said:
The exercise was done in post #24...The last post just showed you how to pick the answers from it...
CS
What?, I though you were just showing mostly how to calculate B in there
-5.57(7) is not correct...it should be, as stated numerous times above, -5.57(14). The 14 comes from 6 + 8 which is the distance between point A and reaction B.
-5.57(7) is not correct...it should be, as stated numerous times above, -5.57(14). The 14 comes from 6 + 8 which is the distance between point A and reaction B.
CS
Ok sorry about that\Sigma{M_A} = 5(6) - 5.57(14) + 2(24) = .025(6) = 30 ft-lb
-5.57(14) = -78 ft-lb
2(24) = 48 ft-lb
---------------------
Sum = 0 ft-lb
Last edited:
#41
Dellis
90
0
stewartcs said:
The answer is in post #34.
Answer: 30 ft-lb, -78 ft-lb, and 48 ft-lb
CS
I know but I need to show how I got them though, I need to know how to properly display the answer to the whole exercise.
Does that calculation I did in my previous post even part of it?, I don't see it asking for that right. It is just asking to calculate the Moments about A, I can just show how I get those and that's it right?.
I know but I need to show how I got them though, I need to know how to properly display the answer to the whole exercise.
Does that calculation I did in my previous post even part of it?, I don't see it asking for that right, I can just show how I get those and that's it?.
Combine post #24 and #34 and that is the "work" that you should show.
Thank you 1 million times, I really appreciate all the help and guidance.
As you seen on the forum I got a new thread, dealing with Free Body Diagram though and I got it done in a picture, just want to see what forces I missed, can you help me with that please?.