Unformatted text preview: 1) 2) 3) Support B of the two-span continuous beam settles by 3cm. Using the basic definition of the nodal stiffnesses, form the structural matrix [K] and the load vector [Q]. • Using the degrees of freedom 1&2 • Using the degree of freedom 1 only Calculate the unknown displacement(s), the support reactions and draw the bending moment diagram. A C D B 100 kN 60° 1 2 10m 10m 7.5m I I I 5m X Y...
View Full Document
This note was uploaded on 06/24/2009 for the course CE xxx taught by Professor Tuken during the Spring '09 term at Middle East Technical University.
- Spring '09
- Structural Engineering