40.0 kN y 7.0 kN/m B 3 m 12 m 65.60 kN 58.40 kN 65.60 65.60 25,60 @x=6.66 m its: kN
40.0 kN y 7.0 kN/m B 3 m 12 m 65.60 kN 58.40 kN 65.60 65.60 25,60 @x=6.66 m its: kN
Chapter7: Deflections Of Trusses, Beams, And Frames: Work-energy Methods
Section: Chapter Questions
Problem 31P
Related questions
Question
Determine the shear force V in the beam at the point located 2.50 m to the left of point C. The ground reactions and shear-force diagram are shown.
-30.6 kN
-48.2 kN
-57.2 kN
-38.2 kN
-40.9 kN

Transcribed Image Text:40.0 kN
y
7.0 kN/m
B
3 m
12 m
65.60 kN
58.40 kN
65.60
65.60
25,60
@x=6.66 m
-58.40
Units:
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