Journals
Publish with us
Publishing partnerships
About us
Blog
Advances in Civil Engineering
Journal overview
For authors
For reviewers
For editors
Table of Contents
Special Issues
Advances in Civil Engineering
/
2011
/
Article
/
Tab 4
/
Research Article
A Matrix Formulation for the Moment Distribution Method Applied to Continuous Beams
Table 4
Initial moments at the ends of the members and the distribution and carry-over factors for the fourth example.
Node
A
B
C
D
Members
AB
BA
BC
CB
CD
DC
Fixed-end moments
ā63.875
63.875
ā133.225
133.225
0
0
Distribution factors
0
0.5
0.5
0.33
0.67
0
Carry-over factors
0.5
0.5
0.5
0.5
0.5
0.5