Analysis of Truss Structure: Horizontal Component at Hinge?

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In analyzing a truss structure with vertical loads, the presence of a horizontal component at the hinge depends on the truss design and configuration. Participants in the discussion emphasize that even with vertical loads, lateral forces can arise due to the three-dimensional nature of structures. The conversation highlights the importance of visualizing forces at specific points, such as point A, and considering moments around other points like point C. A diagram is referenced to aid in understanding the forces at play. Overall, the consensus is that horizontal components can exist in truss systems, influenced by their design and loading conditions.
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If the loads are all vertical in a truss, will there be horizontal component on the hinge of the given truss?
Does the presence of the horizontal component depends on the design of the truss?
 
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cuddlesome said:
If the loads are all vertical in a truss, will there be horizontal component on the hinge of the given truss?
Does the presence of the horizontal component depends on the design of the truss?
Usually there is a later component in a truss, or a diagonal element. However, I would expect some lateral element because structures are 3-D.
 
diagram:http://instruct1.cit.cornell.edu/Courses/ansys/truss/images/truss.jpg

Will there be a horizontal force component at A?
 
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cuddlesome said:
Will there be a horizontal force component at A?
Yes - I would have thought that was pretty obvious looking at the diagram.
Consider taking moments about point C.
 
Just to echo what mgb_phys mentioned, you should be able to visualize the forces at A in your mind. If you were to pull down at that point, can you not convince yourself that the member AB will not pull diagonally on point A?
 
FredGarvin said:
Just to echo what mgb_phys mentioned
Thanks - I was worried that I sounded a bit condescending - then I noticed the cornel.edu address and figured this wasn't a grade4 student!
 
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