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Following the solution to the differential equation for the deflection curve of a beam on an elastic foundation, am trying to get the bending moment M and shearing force V based on the 2nd- and 3rd-order derivatives (using MathCad prime 9).
I can come up with values based on the derivative expression BUT am unable to assign the results to matrix variables M and V for plotting the results to show variation along the length of the beam.
I tried to define matrices with matching size, BUT it won't evaluate the differential equation.
I alternatively tried for loop, BUT the same issue persists. The v counter does not increment to allow calculation of the M variable.
Should I be using the ODE solvers for this? Am I missing something? Can't seem to figure it out.
Thank you for the help.
Hi,
Surely the design case for the dry dock slab is upwards with water pressure under while dry in the dock?
Cheers
Terry