Problem No. 5. For the beam shown below develop the shear and moment diagram and find the internal forces at Point E. Point E is not a hinge, just a point on the beam. The uniform 60 k/ft load acts downward. 30 k A W = 60 k/ft 20 ft 40 ft E 60 ft B 20 k 20 ft C 60 k 20 ft 3 4 D
Problem No. 5. For the beam shown below develop the shear and moment diagram and find the internal forces at Point E. Point E is not a hinge, just a point on the beam. The uniform 60 k/ft load acts downward. 30 k A W = 60 k/ft 20 ft 40 ft E 60 ft B 20 k 20 ft C 60 k 20 ft 3 4 D
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Problem No. 5. For the beam shown below develop the shear and moment diagram and
find the internal forces at Point Point E is not a hinge, just a point on the beam. The
uniform 60 k/ft load acts downward.
30 k
A
W = 60 k/ft
20 ft
40 ft
E
60 ft
B
20 k
20 ft
C
60 k
20 ft
3
4
D
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