The discussion revolves around calculating deflections on a semi-circular beam under various loading conditions. Participants explore the application of a specific formula for deflection and seek clarification on the problem setup, including loading types and boundary conditions.
Participants express uncertainty about the problem setup and calculations, indicating that there is no consensus on the correct approach or solution at this time.
Limitations include unclear definitions of loading conditions and boundary conditions, as well as unresolved issues regarding the units of measurement in the calculations.
Mechaman said:Homework Statement
Working out deflections on a semi circular bar.
Homework Equations
3WR^3π / 2EI
Where E = 200GN/m^2
W = 9.81N
R = 150mm
I = 5.625 * 10^-3 (bar is 25mm * 3mm)
The Attempt at a Solution
(3)(9.81)(0.15)^3π / (2)(200*10^3)(5.625 * 10^-3) = 13868.56
I have data that says it should be more like
1.3870359
I'm not exactly sure of the units either?
SteamKing said:Heck, we're not even sure what the problem is.
Is there a figure or some other description of what you are trying to solve? Is this bar laterally loaded? Is it a point load? Distributed load? Are the ends both fixed?