Making free bodies of a static structure

Click For Summary
SUMMARY

The discussion focuses on creating free body diagrams (FBDs) for a static structure subjected to a 150 lbs load on a platform. The user initially divided the load among three legs, calculating 50 lbs per leg, and derived tension forces in the supporting strings. However, they encountered discrepancies in their calculations of forces acting on the tower and base. Key insights include the necessity of accurately representing all forces in the FBD and recognizing that forces may not act at right angles to the structure.

PREREQUISITES
  • Understanding of static equilibrium principles
  • Familiarity with free body diagrams (FBDs)
  • Knowledge of tension and compression forces in structures
  • Proficiency in applying the sum of moments in structural analysis
NEXT STEPS
  • Study the principles of static equilibrium in structural engineering
  • Learn how to accurately draw and analyze free body diagrams
  • Explore the concept of force components and their directions in structures
  • Investigate the application of similar triangles in force distribution analysis
USEFUL FOR

Engineering students, structural analysts, and professionals involved in static structural analysis and design will benefit from this discussion.

Kyelek
Messages
1
Reaction score
0

Homework Statement



The problem is this. We have a structure (see the attached image) and need to make freebodies of all of the members. 150 lbs are applied to the platform being lowered by the strings. We also need to figure internal stresses, but I think I can get those if I can understand this first.


Homework Equations



---

The Attempt at a Solution



I picked one of the legs, and I idealized it into an elevation. Since each of the legs is equal in all ways, I divided the force applied by three, so 50lbs on the lowered platform.

Using the properties of similar triangles, and knowing that the string has to resist 50lbs of downward force, I found that 96.18lbs of force is acting in tension on the string.

This force is transferred to the tower at a 90 degree angle. I placed a pin at the bottom and a pin at the top. Using the sum of the moments, I found that 35.43 lbs of force were being exherted perpendicular to the top of the tower, and 60.74 to the bottom of the tower.

I started with the beam at the top of the tower. Again using similar triangles, I found that the forces acting on the end were 30.26lbs going into the beam in the x direction, and 18.42lbs going down. So the forces being applied where the three beams meet (from this beam) is the same, but opposite directions.

I think I'm wrong there, but I'm not sure how.

I also tried to figure it going to the base. Using the figures that I had from the tower, it's exherting 31.57lbs of pressure onto the base. That has to be wrong, as each tower needs to support 50 lbs.

So...I'm really not sure where I'm going wrong. I tried to figure everything more holistically, but I still don't see how the forces are moving, and how the 50lbs are getting to the points of connection. Thanks in advance for your help!
 

Attachments

  • Axonometric.jpg
    Axonometric.jpg
    21.9 KB · Views: 493
  • homework.pdf
    homework.pdf
    19.2 KB · Views: 289
Physics news on Phys.org
Look at your fbd for the tower where you have wrongly assumed that the end forces are at rightangles to the tower. The 35.43 and 60.74 are not wrong but are just components of bigger forces in other directions.. It was good for you to realize that the answer must be wrong.
 
Additional comment: When you draw a freebodydiagram, you must state ALL the forces on it before making an equilibrium statement.
 

Similar threads

  • · Replies 3 ·
Replies
3
Views
3K
  • · Replies 5 ·
Replies
5
Views
2K
  • · Replies 6 ·
Replies
6
Views
2K
  • · Replies 1 ·
Replies
1
Views
3K
  • · Replies 1 ·
Replies
1
Views
2K
  • · Replies 6 ·
Replies
6
Views
2K
  • · Replies 5 ·
Replies
5
Views
2K
  • · Replies 6 ·
Replies
6
Views
4K
Replies
5
Views
10K
  • · Replies 2 ·
Replies
2
Views
3K