Load on Bridge Trusses for Intro to Engineering

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The discussion focuses on calculating the load on each member of a bridge truss using principles of static equilibrium. Key equations include the sum of torques and forces equating to zero, indicating no rotation or movement. The user expresses difficulty in connecting their understanding of tension and compression to the forces at each joint. They mention methods for determining support reactions, such as summing torques about different supports and using symmetry. The conversation emphasizes isolating each joint and applying the Method of Joints to solve for member forces effectively.
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Homework Statement



Calculate the load on each member
4c684753-9a46-4b18-96ae-f551a2191945.jpe


Homework Equations



\sum \tau=0 -because it isn't rotating.
\sum F =0 - because it isn't moving.
\tau = Fd\sin \theta - to take the torque at any point

The Attempt at a Solution


I can calculate the torques at each point. I understand that the sums must equal zero. I understand the the concepts of tension and compression and how to get them from the forces at each point.

I have some kind of mental block where I cannot for the love of all that is good and holy relate all that I do understand to the forces at each point.
 
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You can solve for the unknown right support reaction by summing torques = 0 about the left support.
You can solve for the unknown left support reaction by summing torques = 0 about the right support.

You can check your work by making sure that the sum of the reaction forces equals the applied load.

Or you can find the support reactions just from symmetry.

Once you get those reactions, isolate each joint separately , starting at the left support. The sum of forces in the x and y directions must equal 0 at each joint. In a truss, the resultant member forces act along the the direction of the member. Gooooogle on "Method of Joints", for the love of all that is good and holy:wink:
 

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