Truss-Member Forces- Method of sections

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SUMMARY

The discussion focuses on calculating truss member forces using the method of sections, specifically for a truss structure. The user has computed several forces, including a = 36.457kN (Compression), f = 84.562kN (Compression), e = 72.096kN (Tension), b = 109.878kN (Tension), and g = 74.837kN (Compression). They mention using a program called "Truss Analysis Module" for verification, which is a free tool for analyzing truss forces. The user seeks confirmation of their calculations as they approach a deadline for their homework.

PREREQUISITES
  • Understanding of static equilibrium principles (Fx=0, Fy=0, M=0)
  • Familiarity with the method of sections in structural analysis
  • Basic knowledge of tension and compression forces in truss members
  • Experience using structural analysis software, specifically "Truss Analysis Module"
NEXT STEPS
  • Research the "Truss Analysis Module" software for detailed features and usage
  • Study the method of sections in truss analysis for better understanding
  • Learn how to verify truss member forces using hand calculations
  • Explore additional structural analysis tools for comparative analysis
USEFUL FOR

Students in civil or structural engineering, professionals involved in structural analysis, and anyone seeking to understand truss member forces and their calculations.

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Homework Statement


Calculate the truss' member forces using method of sections.


Homework Equations


Fx=0
Fy=0
M (any point) = 0

[PLAIN]http://img97.imageshack.us/img97/4482/haalp.png

The Attempt at a Solution


I have half of it done, but the numbers are beginning to get outrageously rediculous... I just want to double check the numbers with someone... my colleagues at school have a program "Truss Analysis Module" program that can calculate the forces on the members and show whether it is in tension or compression. Does anyone know what program this is? It is a free one apparently T_T


Anyways, I just want to double check with the values I currently got

a = 36.457kN ( Compression )
f = 84.562kN ( Compression )
e = 72.096kN ( Tension )
b = 109.878kN (Tension)
g = 74.837kN ( Compression )

I started from the very left side of the truss

It's due tomorrow :( really tough week with all the exams and tests T_T
 
Last edited by a moderator:
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I'm starting to come in from the right end, and it's starting to match up.. I think I'm doing it correctly ^^. I like to talk to myself thanks guys.
 

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