How Can You Correctly Calculate Forces in a Truss Analysis Problem?

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To correctly calculate forces in a truss analysis problem, the equations of equilibrium, including the sum of vertical and horizontal forces (ƩFy and ƩFx) and the sum of moments (ƩM), are essential. The user initially calculated the vertical reaction force at point B (By) by summing moments around point A, resulting in By = 56kN. However, subsequent attempts to find the horizontal force (Bx) using moments around point C led to incorrect results. The discussion highlights the importance of considering the moments created by forces at different points in the truss to ensure accurate calculations. Clarifying the moment about point A from the force at point C can provide insights into the x components of forces at both points C and B.
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Homework Statement



As shown by the attachment we are given the distances and the 28kN force

Homework Equations



Relevent equations are equations of equilibrium;

ƩFy & ƩFx = 0;
ƩM = 0;

The Attempt at a Solution



First found By by summing the moments around point A;
(clockwise positive)
i.e.

ƩMa = (28*0.6) - (By*0.3) = 0

which gave By = 56kN

Next I summed the forces in the x direction and then took the sum of moments around the point "C", then tried to solve the simultaneous equations for Bx

However, this gave the wrong answer and I have no idea where to go.

Any help is great, thanks :D
 

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lecammm said:

Homework Statement



As shown by the attachment we are given the distances and the 28kN force

Homework Equations



Relevent equations are equations of equilibrium;

ƩFy & ƩFx = 0;
ƩM = 0;

The Attempt at a Solution



First found By by summing the moments around point A;
(clockwise positive)
i.e.

ƩMa = (28*0.6) - (By*0.3) = 0

which gave By = 56kN

Next I summed the forces in the x direction and then took the sum of moments around the point "C", then tried to solve the simultaneous equations for Bx

However, this gave the wrong answer and I have no idea where to go.

Any help is great, thanks :D
What is the moment about A of the force applied at C by the CB support? What does that tell you about the x component of force at C and at B?

AM
 
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