Method of Sections: Frame vs. Trusses

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In summary, the conversation discusses the use of method of sections on frames and trusses. The speaker has used the method of sections to find the forces in each member of a frame that is opposing a horizontal load. It is mentioned that this method only works for structures that are composed of two-force members and may not be valid if the structure contains moments or other complex elements.
  • #1
Krazer101
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Is it possible to use method of sections on a frame or only on trusses? I have a frame that opposes a horizontal load and to find the forces in each member, I used method of sections. Is this right or is the only way to solve the forces is by analysis of each member.
 
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  • #2
When you say frame, do you mean the connection points between each member are fixed in both rotation and translation (e.g. they are moment connections)?
 
  • #3
Method of sections only works if your structure is entirely composed of two-force members. This also holds true for the method of joints. If your structure contains moments or the assumption of only two-force members is not valid, then neither method will work and you will need to look at more complex methods (finite element).
 

1. What is the difference between a frame and a truss?

A frame is a structural system composed of interconnected beams and columns, while a truss is a structural system made up of interconnected members (usually in a triangular pattern) that are designed to carry loads primarily in tension and compression.

2. How do you determine the reactions at the supports in a frame or truss structure?

The reactions at the supports can be determined by using the equations of static equilibrium, which state that the sum of all forces in the x and y directions must equal zero and the sum of all moments must also equal zero. By setting up and solving these equations, the reactions at the supports can be found.

3. What is the method of sections and how is it used in analyzing frame and truss structures?

The method of sections is a technique used to analyze structures by cutting through a section of the structure and isolating the desired portion. By applying the equations of static equilibrium to this isolated portion, the internal forces and reactions at the supports can be determined.

4. What are the advantages and disadvantages of using the method of sections in analyzing frame and truss structures?

The advantages of using the method of sections include its simplicity and ability to determine internal forces at specific points in the structure. However, it may not be suitable for complex structures and may not give an accurate representation of the overall behavior of the structure.

5. Can the method of sections be used for all types of frame and truss structures?

No, the method of sections is most commonly used for statically determinate structures, meaning that the forces in all members can be determined using static equilibrium equations. It may not be suitable for analyzing structures with moving loads, redundant supports, or other complex conditions.

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