400 kN 30 kN/m A В C D 5 m - 5 m 10 m 31 For the beam shown in the figure above, modulus of elasticity is E = 180 GPa, and I = 15 x 10-5 m4. Determine: a. the stiffness matrix for each element b. the total stiffness matrix and the total stiffness equation c. the deflection of point B and the nodal slopes of all point

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