For the load depicted below, to use super position how would the loads be divided? What boundary ...
For the load depicted below, to use super position how would the loads be divided? What boundary conditions would be used? How would the equations for each section be grouped? 2) 30 kips 18 kips/ft 12 8'--> 1 16 kips
For the load depicted below, to use super position how would the loads be divided? What boundary conditions would be used? How would the equations for each section be grouped? 2) 30 kips 18 kips/ft 12 8'--> 1 16 kips