Question: Considering modulus of elasticity E = 2 0 0 , 0 0 0 [ MPa ] , inertia I = 2 2 0 * (

Considering modulus of elasticity E=200,000[MPa], inertia I=220*(10*6)[mm4]. Neglect axial force and shear. Please determine rotation at node c
Considering modulus of elasticity E = 2 0 0 , 0 0

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