Equivalent Force Systems: Statics Review

[JoshL]

I know how to approach this problem. First, I will need to find the reactions at the supports. Then apply Joint or Section Cut Method to find the forces acting between the members. Then take the force acting on member b0b1 and plug in Euler Buckling equation, while choosing the correct effective length for the situation and determining the critical force. All the variables are given. Basically, I need to know if member b0b1 will buckle according to Euler buckling method.

The problem I am having is the force applied on the ternary link. How does that force affect joints a1 and b1. Do I have to convert that force into moments about these two joints? Also for the fixed joint a0, will there be reaction in the x and y directions along with a moment. I think the orientation of member a0a1 and of the ternary link is what is throwing me off.

Any help or suggestions would be greatly appreciated. Thanks.

 

[anathema]

It seems like you have a good approach to solving this problem. Finding the reactions at the supports and using the Joint or Section Cut Method to determine the forces between members are important steps in analyzing a structure.

To answer your questions, the force applied on the ternary link will indeed affect joints a1 and b1. You do not necessarily have to convert the force into moments, but you will need to consider the force as a load acting on both joints. This force will cause tension or compression in the members connected to these joints, which will in turn affect the overall stability of the structure.

For the fixed joint a0, there will indeed be reactions in both the x and y directions, as well as a moment. The orientation of member a0a1 and the ternary link will also play a role in determining these reactions. It is important to consider all forces and moments acting on a joint in order to accurately analyze the stability of a structure.

I would suggest reviewing the basics of statics and mechanics of materials to better understand how forces and moments affect structures. Additionally, consulting with a structural engineer or professor may also be helpful in solving this problem.

I hope this helps. Best of luck with your analysis.