Use the moment-area method to de- termine the slopes and deflections at points B and C of the beam shown. 100 kN 300 kN-m C 6 m 3 m 21 E = constant = 70 GPa 500 (106) mm4
Use the moment-area method to de- termine the slopes and deflections at points B and C of the beam shown. 100 kN 300 kN-m C 6 m 3 m 21 E = constant = 70 GPa 500 (106) mm4
Chapter6: Deflections Of Beams: Geometric Methods
Section: Chapter Questions
Problem 9P
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Transcribed Image Text:Use the moment-area method to de-
termine the slopes and deflections at points B and C of the
beam shown.
100 kN
300 kN-m
A
C
6 m
3 m
21
E = constant = 70 GPa
I = 500 (106) mm“
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