kN 20 kN 18 kN 4 kN/m A B C. 2m 6m 2m 2m 4m 2m E one: -0.60 0.40 1.00 0.50
kN 20 kN 18 kN 4 kN/m A B C. 2m 6m 2m 2m 4m 2m E one: -0.60 0.40 1.00 0.50
Chapter7: Deflections Of Trusses, Beams, And Frames: Work-energy Methods
Section: Chapter Questions
Problem 29P
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Transcribed Image Text:Using Moment Distribution Method (MDM), what is the distribution factor for span BA?
4 kN
20 kN
18 kN
4 kN/m
A
B
C
2m
6m
2m
2m
4m
2m
Select one:
Оа. 0.60
O b. 0.40
О с. 1.00
O d. 0.50
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