- #1
Pooty
- 32
- 0
I have attached the problem drawing. Please refer to it. This is a lumped mass structure and all elements have the same Modulus of Elasticity and Moment of Inertia.
Determine the number of degrees of freedom of the structure
So I am thinking between 2 different scenarios. 1 scenario where it has 6 degrees of freedom and a second scenario where it has 2. I have attached my attempt on the same picture. Since the problem statement didn't include anything about the element areas, shear areas, or radius of gyration I think we can ignore axial and shear resistance. We are only taking bending stiffness into account... correct? So I am leaning more toward the 2nd attempt of only 2 degrees of freedom. Both rotational degrees of freedom at the nodes where the columns connect to the upper beam. Does this seem logical or do you see something else?
Thanks everyone
Determine the number of degrees of freedom of the structure
So I am thinking between 2 different scenarios. 1 scenario where it has 6 degrees of freedom and a second scenario where it has 2. I have attached my attempt on the same picture. Since the problem statement didn't include anything about the element areas, shear areas, or radius of gyration I think we can ignore axial and shear resistance. We are only taking bending stiffness into account... correct? So I am leaning more toward the 2nd attempt of only 2 degrees of freedom. Both rotational degrees of freedom at the nodes where the columns connect to the upper beam. Does this seem logical or do you see something else?
Thanks everyone