I was confusing myself thinking I could write one nice complete moment equation that would tell me the deflection at any point. but that is wrong because the bending behavior differs at each section of the beam.
I was actually able to write moment equations for individual sections and...
Hi all,
I am trying to solve this beam problem to find the deflection at different points along the length of the beam. However I am having a hard time writing the equation for bending moment using Macaulay's theorem since there are 2 uniformly distributed loads of different magnitudes.
Can...
