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Advances in Civil Engineering
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2011
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Article
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Tab 2
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Research Article
A Matrix Formulation for the Moment Distribution Method Applied to Continuous Beams
Table 2
Initial moments at the ends of the members and the distribution and carry-over factors for the second example.
Node
A
B
C
D
Members
AB
BA
BC
CB
CD
DC
Fixed-end moments
−215.11
78.17
−218.40
358.60
−78.17
215.11
Distribution factors
1
0.875
0.125
0.125
0.875
1
Carry-over factors
0.372
0.680
0.637
0.637
0.680
0.372