Calculate Deflection at Point D with 245N Force Using Energy Method

AI Thread Summary
To calculate the deflection at point D under a 245N force, the energy method can be applied, particularly using Castigliano's theorem, which relates to strain energy. Knowing the cross-sectional areas of the beams is essential for this calculation. It is suggested to create a free body diagram (FBD) of the horizontal beam to facilitate the analysis. Neglecting axial deformation in the diagonal members is likely acceptable and won't significantly affect the results. Overall, this approach simplifies the problem to a standard beam analysis.
chungaaabb
Messages
3
Reaction score
0
Hi to all.
ImageUploadedByPhysics Forums1368281534.847120.jpg

I need to calculate the deflection at D. At point D, there is a force of 245N acting on it. If I know the cross sectional areas of all beams, is it possible to use energy method to calculate the deflection?
 
Engineering news on Phys.org
Probably the best thing to do is to take a FBD of the horizontal beam and use Castigliano's method (which is related to the strain energy) to get the deflection at the load P acting at point D.
 
thx guys
 
Thread 'Physics of Stretch: What pressure does a band apply on a cylinder?'
Scenario 1 (figure 1) A continuous loop of elastic material is stretched around two metal bars. The top bar is attached to a load cell that reads force. The lower bar can be moved downwards to stretch the elastic material. The lower bar is moved downwards until the two bars are 1190mm apart, stretching the elastic material. The bars are 5mm thick, so the total internal loop length is 1200mm (1190mm + 5mm + 5mm). At this level of stretch, the load cell reads 45N tensile force. Key numbers...
I'm trying to decide what size and type of galvanized steel I need for 2 cantilever extensions. The cantilever is 5 ft. The space between the two cantilever arms is a 17 ft Gap the center 7 ft of the 17 ft Gap we'll need to Bear approximately 17,000 lb spread evenly from the front of the cantilever to the back of the cantilever over 5 ft. I will put support beams across these cantilever arms to support the load evenly
Back
Top