Analysis of Structures (Method of Sections)

Click For Summary
The discussion focuses on using the method of sections to analyze forces in specific members of a roof truss. The user initially assumed an upward reaction at point F but struggled to determine unknown forces, leading to confusion about the validity of this assumption. Responses suggest that calculating reactions at points A and F is crucial, recommending the summation of forces in the x-direction and moments about one of the reactions to find the necessary values. The broken link to the diagram is noted as a hindrance to providing further assistance. Accurate calculations of reactions are essential for progressing with the analysis of the truss.
timeforplanb
Messages
16
Reaction score
0

Homework Statement


Using the method of sections, determine the force in members BD, CD, and CE of the roof truss shown in the figure
truss.jpg

(the red line is the cutting plane and the green arrows are my assumed directions of the unknown forces)

Homework Equations


summation of moments=0
summation of horizontal forces=0
summation of vertical forces=0

The Attempt at a Solution


i assumed there's a reaction at F (upward), and since i didn't know its value i tried taking the moments at pt. F, N, O to make that reaction disappear. But so far, it doesn't seem like i'll be getting any unknown force anytime soon. please help! am i wrong with my assumption that there's a reaction at F? and also, i tried assuming that there's no reaction at F but i still can't find any unknown force at all.
 
Last edited:
Physics news on Phys.org
The link to your diagram is broken.
 
SteamKing said:
The link to your diagram is broken.

looks okay to me.
 
The reactions at A and F should be solved first, by looking at the entire truss and summing forces in x direction = 0 and summing moments about one of the reactions to get the other reaction, etc.
 

Similar threads

  • · Replies 3 ·
Replies
3
Views
2K
  • · Replies 1 ·
Replies
1
Views
2K
  • · Replies 9 ·
Replies
9
Views
3K
  • · Replies 10 ·
Replies
10
Views
3K
  • · Replies 7 ·
Replies
7
Views
4K
  • · Replies 3 ·
Replies
3
Views
4K
  • · Replies 2 ·
Replies
2
Views
3K
  • · Replies 11 ·
Replies
11
Views
4K
  • · Replies 2 ·
Replies
2
Views
2K
  • · Replies 4 ·
Replies
4
Views
2K