How Do Forces Affect Tension and Compression in a Roof Truss?

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SUMMARY

The discussion focuses on analyzing the forces affecting tension and compression in a roof truss, specifically members AB, BC, and AC. It is established that members AB and BC are in compression, while member AC is under 1800 N of tension. The participant encountered difficulties in calculating forces and moments, particularly at point B, and was advised to ensure proper representation of forces in the free body diagram (FBD) to achieve a net force of zero at point A. Additionally, torque considerations were highlighted for determining the force required to pivot the truss at point C.

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  • Understanding of free body diagrams (FBD)
  • Knowledge of tension and compression in structural members
  • Familiarity with torque and net force calculations
  • Basic principles of static equilibrium
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  • Study the principles of static equilibrium in truss structures
  • Learn how to accurately construct and analyze free body diagrams
  • Explore torque calculations and their applications in structural analysis
  • Investigate the effects of external forces, such as wind, on truss stability
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Engineering students, structural analysts, and professionals involved in civil engineering and architecture who are looking to deepen their understanding of forces in truss systems.

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The diagram for this quesion is at http://www.drewtemp.com/helios/physics.gif

The first thing that i did was that i made the free body diagram. From my knowledge i would say that AB and BC are in compression and AC is in tension (i think that is correct). Now the question asked to take moments at B for finding the force in AC whether it be tension or compression, however when i do that it seems like the forces just cancel off each other, and that is where i am stuck

Here is the link for my free body diagram: http://www.drewtemp.com/helios/physics_freebody.gif


1. What i want to find is which members are in tension and compression (AB, BC, AC)?

2. What is the force at AC? The weight of AC is negligible.

3. What force from the left (the wind) is required to make the truss pivot at C?
 
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How many times are you going to post this?

Your FBD has some problems:

What is the downward force is that you've got at B?
If AB and BC are under compression, why don't you have the compression inthe FBD?

It's pretty clear to me that AC is under 1800 N of tension. You'll have to solve for a net force of zero at A to get that answer.

For part 3: Since you're dealing with Torque, it matters where the force is going to apply. You can get your answer by eliminating the normal force at A, and solving for zero net torque about C.
 
Hi cipher, welcome to the forums.

Please don't crosspost.

People typically read all or most subforums, so you'll be fine posting it in one place. It will also be easier for you to keep track of.

I moved one of your other posts into homework help. Please continue the discussion there:

link
 

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