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Intermediate Structural Analysis by Ck Wang PDF Form

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Once again, for any truss member that is either in tension or compression, if we run an imaginary cut through it, the internal force can be imagined to have been exposed and it can be considered as external. So now we have a way now to apply rigid body equilibrium method to analyze the internal reaction. We will learn more about the internal reactions later. Since, if you recall, one 2D rigid body free body diagram enables us to solve for a maximum of three unknowns, so if we only need to solve for the forces in no more than three truss members in the structure, we can imaginarily cut the structure open and apply rigid boy equilibrium analysis. This is known as the method of sections. Let’s look at this example. For this structure, we are not asked to solve for all members, just BC, CF and CG. Therefore instead of using the method of joints, we use the method of sections, because this way there is fewer steps involved. Here is the plan: since we need to solve for the forces

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