Member forces of a simple Truss

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SUMMARY

The discussion focuses on solving member forces in a simple truss using the method of joints. The user initially struggles with determining which joint to start with but ultimately concludes that solving for the reactions at the supports is essential before proceeding. The recommended sequence is to begin with Joint B, followed by Joints A and D, as they are simpler to analyze. The equilibrium equations for forces in the x and y directions are crucial for this analysis.

PREREQUISITES
  • Understanding of static equilibrium principles
  • Familiarity with the method of joints in truss analysis
  • Knowledge of equilibrium equations: (net)Fx = 0 and (net)Fy = 0
  • Ability to calculate moments to determine support reactions
NEXT STEPS
  • Study the method of joints in detail for truss analysis
  • Learn how to calculate support reactions using moment equations
  • Practice solving truss problems with varying complexities
  • Explore software tools for structural analysis, such as SAP2000 or ANSYS
USEFUL FOR

Students in civil or structural engineering, educators teaching statics and mechanics, and professionals involved in structural design and analysis.

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Homework Statement


hi all, I've got a simple truss question. Which asks to solve for the member forces. I've learned the stuff in class, but from what I see here, I don't know which joint to start with. With the provided image below, can someone please direct me to which joint I should start with? and I'll try to take that concept into the other questions. Thanks!

More info. I'm trying to solve through method of joints... so I'm breaking it up into many joints

Homework Equations


(net)Fx = 0
(net)Fy = 0

[PLAIN]http://img571.imageshack.us/img571/2452/truss.png

The Attempt at a Solution


I started by assuming some forces on the supports

+Ay, +Dx, and +Dy

I wrote out all of the joints with their equilibrium equations, but they all have too many unknown variables :/. If someone can just give me a push start it would be nice ^^; thanks!If I start with Join A, I get:

Fx = 0 ; a + dcos36.9 =0
Fy = 0 ; Ay + dsin36.9 = 0

pretty much happens with the rest of the joints too :S... Unless there are some substitutions to be done ^^
 
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OOOH NVM NVM NVM NVM.; I GOT IT. thanks for the consideration of this thread though. ^^

For those who may also encounter this ^^ you have to use the moment equations to get the reactions at the supports. From this, you can calculate the rest of the values ^^ very happy. thanks ( thanking myself hahaha )
 
Yes, always solve for the reactions first, then start with the simplest joints. Joint B is very simple, then joint A and D. The rest will follow.
 

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