Intro Level Question -- Truss Analysis

AI Thread Summary
The discussion centers on understanding the relationship between forces in a truss analysis, specifically why F_DB equals F_DA. It highlights that since the horizontal reaction force Cx is zero, the horizontal force in member AB must also be zero. The vertical loads of 2000lb and 1000lb at points A and B do not influence horizontal forces, as they act vertically. Consequently, the entire 2000lb load is distributed along member AD, while the 1000lb load is distributed along members BD and BE. This analysis clarifies the equilibrium conditions in the truss system.
DiamondV
Messages
103
Reaction score
0

Homework Statement


http://puu.sh/lKP9T/b6aea483b5.png
http://puu.sh/lKPdk/a99777477e.png
http://puu.sh/lKPkj/a9f199e959.jpg

My question is the last picture/slide which says F_DB = F_DA how? why is that?

Homework Equations


F_DB = F_DA ?

The Attempt at a Solution

 
Last edited by a moderator:
Physics news on Phys.org
Since the reaction Cx = 0, what does this tell you about the horizontal force in member AB?
 
SteamKing said:
Since the reaction Cx = 0, what does this tell you about the horizontal force in member AB?
Its going to be completely dependent on the 2000lb and 1000lb forces at A and B.
 
DiamondV said:
Its going to be completely dependent on the 2000lb and 1000lb forces at A and B.
Those are vertical loads. How can they influence what happens in the horizontal direction?
 
SteamKing said:
Those are vertical loads. How can they influence what happens in the horizontal direction?
I was thinking of it, that they won't have any components in x. Ah. So the entire 2000lb load is distributed along AD. And the entire 1000lb load is distributed along BD and BE.
 

Similar threads

Replies
4
Views
1K
Replies
4
Views
1K
Replies
3
Views
2K
Replies
1
Views
2K
Replies
2
Views
2K
Replies
2
Views
2K
Replies
3
Views
1K
Replies
7
Views
4K
Back
Top