Draw the free-body diagrams of element 2 showing all actions applied to it for the beam of Problem 11.13. Adopt EI = 48 × 103 kNm
Problem 11.3
The internal support of the beam shown settles (i.e. moves downward) by 10 mm. Calculate the nodal displacements and the reactions at the supports using the stiffness method. Assume EI = 48 × 103 kNm2.
Already registered? Login
Not Account? Sign up
Enter your email address to reset your password
Back to Login? Click here