Svillefan08
Mechanical
- May 26, 2011
- 12
So here is a brief problem I am having that I hope someone can help me with.
For reasons that would be excessive to explain I want to be able to view the moment in on a face in a object I am designing in Solidworks. However, whenever I select the "List resultant force" option and use the "free body forces" option, the resultant moment in all direction is listed as zero.
I found this suspect so created a simple cantilever beam. This beam contain 2 blocks that are much longer than wide or thick. They are the exact same size and mated such that they appear as one beam. I did this so I would have a face in the middle of the beam to select.
Using a global contact of "bonded", and after fixing one end of the beam and applying force to the other end of the beam, I select the list resultant forces option, and select the face in the middle of the beam. However the resulting moment is listed at zero. This is despite the fact that I am confident that there should be a resulting moment in a cantilever beam. I even get no result on the fixed end. Anyone know why the resulting moment is being shown as 0?
Images of the set up are included
For reasons that would be excessive to explain I want to be able to view the moment in on a face in a object I am designing in Solidworks. However, whenever I select the "List resultant force" option and use the "free body forces" option, the resultant moment in all direction is listed as zero.
I found this suspect so created a simple cantilever beam. This beam contain 2 blocks that are much longer than wide or thick. They are the exact same size and mated such that they appear as one beam. I did this so I would have a face in the middle of the beam to select.
Using a global contact of "bonded", and after fixing one end of the beam and applying force to the other end of the beam, I select the list resultant forces option, and select the face in the middle of the beam. However the resulting moment is listed at zero. This is despite the fact that I am confident that there should be a resulting moment in a cantilever beam. I even get no result on the fixed end. Anyone know why the resulting moment is being shown as 0?
Images of the set up are included