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Advances in Civil Engineering
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2011
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Article
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Tab 1
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Research Article
A Matrix Formulation for the Moment Distribution Method Applied to Continuous Beams
Table 1
Initial moments at the ends of the members and the distribution and carry-over factors for the first example.
Node
A
B
C
D
E
Members
AB
BA
BC
CB
CD
DC
DE
ED
Fixed-end moments
−4
4
−4
4
−4
4
−7.5
0
Distribution factors
0
0.67
0.33
0.5
0.5
0.57
0.43
1
Carry-over factors
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0