Derive the element stiffness matrix for the beam element in Figure 4-1 if the rotational degrees of

Question:

Derive the element stiffness matrix for the beam element in Figure 4-1 if the rotational degrees of freedom are assumed positive clockwise instead of counterclockwise. Compare the two different nodal sign conventions and discuss. Compare the resulting stiffness matrix to Eq. (4.1.14)
Solve all problems using the finite element stiffness method?
Figure 4-1: Beam element with positive nodal displacements, rotations, forces, and moments
У, и х ф т, тp, 7-
Fantastic news! We've Found the answer you've been seeking!

Step by Step Answer:

Related Book For  book-img-for-question
Question Posted: