How Do You Calculate the Stress in a Tie Rod Given Specific Load Conditions?

  • Thread starter Thread starter falconed
  • Start date Start date
  • Tags Tags
    Forces Rod
Click For Summary

Discussion Overview

The discussion revolves around calculating the stress in a tie rod given specific load conditions in a structural framework. Participants are addressing the application of static equilibrium principles to determine forces acting on the tie rod and subsequently calculate the stress based on those forces.

Discussion Character

  • Homework-related
  • Technical explanation
  • Mathematical reasoning

Main Points Raised

  • One participant describes the structural setup involving a tie rod and pins, specifying dimensions and material properties, and expresses uncertainty about placing reaction forces to analyze the system.
  • Another participant suggests placing reaction forces at the supports to solve for them using statics.
  • A different participant notes that the tie rod is a two-force member, implying that it experiences axial loading only.
  • Another suggestion involves making a cut in the tie rod and applying the equations of equilibrium to find the axial force directly.

Areas of Agreement / Disagreement

Participants generally agree on the approach of using static equilibrium to analyze the forces, but there is no consensus on the specific placement of reaction forces or the method to calculate the stress in the tie rod.

Contextual Notes

Participants have not fully resolved the placement of reaction forces or the application of equilibrium equations, which may affect the calculation of stress in the tie rod.

falconed
Messages
2
Reaction score
0
Hey all!

I have a project question I'm struggling on:
The rigid structure ABD in Figure 1 is supported at B by a 35-mm-diameter tie rod (1)
and at A by a 30-mm-diameter pin used in a single shear connection. The tie rod is
connected at B and C by 24-mm diameter pins used in double shear connections. Tie
rod H has yield strength of 250 MPa, and each of the pins has ultimate shear strength
of 330 MPa. A concentrated load of P = 50 kN acts at D. Determine:
(a) The normal stress in rod (1).

http://img269.imageshack.us/img269/2382/question1a.jpg

My main problem is I am unsure where to place the reaction forces with regards to pins so that I can use moments and forces in the x and y direction to determine the force in the rod. Once i know this I can find the stress in the rod.

Any help would be great!
 
Last edited by a moderator:
Physics news on Phys.org
Place the reaction forces at the supports, A and C. Solve for the reaction forces using statics.
 
Also your tie rod (1) is a two force member.
 
Try making a cut in member (1) and then take the moments about A. You should be able to solve for the axial force directly by using you 3 equations of equilibrium.

Elbarto
 

Similar threads

  • · Replies 4 ·
Replies
4
Views
5K
  • · Replies 1 ·
Replies
1
Views
2K
  • · Replies 2 ·
Replies
2
Views
30K
  • · Replies 8 ·
Replies
8
Views
4K
  • · Replies 14 ·
Replies
14
Views
8K
  • · Replies 6 ·
Replies
6
Views
3K
  • · Replies 1 ·
Replies
1
Views
2K
  • · Replies 3 ·
Replies
3
Views
6K
  • · Replies 3 ·
Replies
3
Views
5K
  • · Replies 8 ·
Replies
8
Views
12K