Finding the unknown forces at two supporting pins

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SUMMARY

The discussion focuses on solving for unknown forces in a truss structure, specifically at pins C and D, under the influence of applied loads P and 0.75P. The user successfully calculated the horizontal forces C_x and D_x, with D_x being -29.3 kip. It was established that C_y equals 0 due to the nature of axial forces in truss members, which always act along the longitudinal centerline. The user realized that determining the forces at each pin was unnecessary for solving the overall problem.

PREREQUISITES
  • Understanding of truss structures and their components
  • Knowledge of axial forces in structural analysis
  • Familiarity with equilibrium equations in 2D systems
  • Basic skills in sketching and interpreting structural diagrams
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  • Study the principles of static equilibrium in 2D truss analysis
  • Learn about calculating internal forces in truss members using the method of joints
  • Explore the concept of axial forces and their implications in structural engineering
  • Review examples of truss analysis problems to reinforce understanding
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Structural engineers, civil engineering students, and anyone involved in analyzing truss systems and their forces will benefit from this discussion.

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Homework Statement



In a simple truss where P = 8 kip, find the unknown forces D_x, D_y, C_x, and C_y then determine the average normal stress in each member.

Description of truss:

I cannot copy an image due to the source it is coming from, so here is my attempt at a description

A triangle with arms AB (going up and to the right (5 feet)), BD (going down and to the right(5 feet)), and DA (going to the left connecting back with A (8 feet)). Member BE cutting straight down the middle of the triangle (3 feet). Member BC parallel with member ED and equal length of 4 feet. Pins at C and D. The force P is applied downward at point A and the force 0.75P is applied downward at point E.

Homework Equations


The Attempt at a Solution



I know that in a 2D problem you can only have three unknowns to find the forces. I am able to find C_x and D_x to be 29.3 kip (D_x in the negative x direction), but cannot remember how to find the y values.
 

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I am having difficulty downloading the attachament.
 
I went ahead and made a rough sketch on paint
 
ptguard1: The force in truss members is always axial. Therefore, you know C_y = 0.
 
What do you mean by an axial force?
 
ptguard1: The direction of the resultant (i.e., total) force in each truss member is always along the longitudinal centerline of each truss member. A force along the longitudinal centerline of a member is called an axial force.
 
I just discovered that I actually didn't need to find the forces at each pin in order to solve the overall problem, but thank you for the information.
 

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