A clockwise moment M is applied at the second support from left, a uniformly distributed load Q is applied downward at the second span of the beam, and a vertical downward

force F is applied at the free end on the right. Assume appropriate dimensions, properties, load,etc. $1)$Determine the member stiffness matrix for each member

$2)$Assemble the structural stiffness matrix based on the member stiffness matrices

$3)$Establish governing equation for the problem and apply boundary conditions

$4)$Solve unknown displacements

$5)$Calculate unknown reaction forces at the supports