1/6
Looks like no tags are added yet.
Name | Mastery | Learn | Test | Matching | Spaced |
|---|
No study sessions yet.

canteliever beams- Point load P at free end
max deflection


cantilever beams- uniform load w
max deflection

simply supported beams- point load at center (two-region formula in table)
Max deflection


simply supported beams- Uniform load w
max deflection


Superposition Principle Equation
Combine deflections from multiple load cases.
Superposition Principle Equation
Must satisfy:
Slope & deflection must remain continuous unless the beam physically has a hinge.
Why Superposition Works
Because the differential equation
is linear → linear combinations are valid.
