Moment AB (in kN-m) b. Moment BA (in kN-m) c. Moment BC (in kN-m)

Using Moment-Distribution Method, solve for the frame's internal end moments for each of its member. Modulus of elasticity is constant. Moment of Inertia for each member are shown in the figure.

FIND:

a. Moment AB (in kN-m)

b. Moment BA (in kN-m)

c. Moment BC (in kN-m)

d. Moment BD (in kN-m)

e. Shear force at end A

f. Shear force at end C

g. Axial force at end B for member BC.

h. Show your MDM Table