This preview shows page 1. Sign up to view the full content.
Unformatted text preview: 5. Replace the cut members with forces; assume the members are in tension , and that they are 2force members (forces only applied at the ends of the members). 6. Remember to include any applied forces/moments or reaction forces/moments for the remaining section. 7. Apply the equilibrium equations to solve for the unknown forces, = x F = y F = P M Note: take the moment about the point with the most unknown forces (or line of action of the unknown forces) passing through it. This will minimize the number of unknown forces in the moment equation....
View
Full
Document
This note was uploaded on 07/21/2011 for the course EML 3011C taught by Professor Hruda during the Spring '11 term at University of Florida.
 Spring '11
 Hruda

Click to edit the document details