Did I Make a Mistake in Solving for the Load Applied at Point D?

  • Context: Engineering 
  • Thread starter Thread starter mingyz0403
  • Start date Start date
  • Tags Tags
    Direction Frame
Click For Summary
SUMMARY

The discussion centers on the correct method for solving the load applied at point D in a structural analysis problem. The participant confirmed their answer was accurate but noted a discrepancy with the textbook approach. Key insights include the identification of member ACF as a 2-force member, which affects the relationship between the x and y components of pin reactions at points C and F. The recommendation is to utilize tangents instead of sine and cosine for certain calculations, although the participant's final answer remains valid.

PREREQUISITES
  • Understanding of structural analysis principles
  • Familiarity with 2-force member concepts
  • Knowledge of trigonometric relationships in engineering
  • Experience with load analysis techniques
NEXT STEPS
  • Study the method of analyzing 2-force members in structural systems
  • Learn about the application of tangents in load calculations
  • Research alternative methods for solving load problems in textbooks
  • Explore case studies on varying results in structural load applications
USEFUL FOR

Structural engineers, civil engineering students, and professionals involved in load analysis and structural design will benefit from this discussion.

mingyz0403
Messages
12
Reaction score
1
Homework Statement
the 48-lb load can be moved along the line of action shown and applied at a, d, or e. determine the components of the reactions at b and f if the 48-lb load is applied at d
Relevant Equations
3 reaction equation
My answer was correct, however my direction was different from the textbook. I have checked my work a few times ,but not able to find out what I did wrong. Could anyone tell me what I did wrong.

Thank you in advance for your help.
 

Attachments

  • 80DD4D3F-B07F-4221-9F9F-6C9BFCA4A4F1.png
    80DD4D3F-B07F-4221-9F9F-6C9BFCA4A4F1.png
    177.4 KB · Views: 251
  • 584AB89D-404A-4357-B67F-934E8F3EBAD2.jpeg
    584AB89D-404A-4357-B67F-934E8F3EBAD2.jpeg
    131.6 KB · Views: 252
Physics news on Phys.org
I’m not sure what the textbook method was for the load applied at D. You somehow recognized that member ACF was a 2-force member. Otherwise the x and y components of the pin reactions at C and F would not be trigonometrically related . You should have used tangents instead of sin and cos, but nonetheless your answer is correct. What about the other cases? They may not give the same results.
 
  • Like
Likes   Reactions: Lnewqban

Similar threads

  • · Replies 1 ·
Replies
1
Views
3K
  • · Replies 5 ·
Replies
5
Views
2K
  • · Replies 2 ·
Replies
2
Views
3K
  • · Replies 27 ·
Replies
27
Views
4K
  • · Replies 1 ·
Replies
1
Views
3K
  • · Replies 10 ·
Replies
10
Views
3K
  • · Replies 2 ·
Replies
2
Views
3K
  • · Replies 2 ·
Replies
2
Views
5K
  • · Replies 1 ·
Replies
1
Views
2K
  • · Replies 5 ·
Replies
5
Views
996