For the beam presented below: a) What is the degree of indeterminacy; b) Determine the moment reactions at the supports and draw the shear and moment diagrams. (Solve by expressing the internal moment in terms of vertical reactions at A and B, EI is constant). c) What would the shear diagram look like if a transverse load P was applied right at the middle of the beam (Make a sketch of the new shear diagram). W A В L -
For the beam presented below: a) What is the degree of indeterminacy; b) Determine the moment reactions at the supports and draw the shear and moment diagrams. (Solve by expressing the internal moment in terms of vertical reactions at A and B, EI is constant). c) What would the shear diagram look like if a transverse load P was applied right at the middle of the beam (Make a sketch of the new shear diagram). W A В L -
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
For the beam presented below:
a) What is the degree of indeterminacy;
b) Determine the moment reactions at the supports and draw the shear and moment
diagrams. (Solve by expressing the internal moment in terms of vertical reactions
at A and B, EI is constant).
c) What would the shear diagram look like if a transverse load P was applied right at
the middle of the beam (Make a sketch of the new shear diagram).
W (30kN/m) , L (1.9m)
![For the beam presented below:
a) What is the degree of indeterminacy;
b) Determine the moment reactions at the supports and draw the shear and moment
diagrams. (Solve by expressing the internal moment in terms of vertical reactions
at A and B, EI is constant).
c) What would the shear diagram look like if a transverse load P was applied right at
the middle of the beam (Make a sketch of the new shear diagram).
W
A
B
L](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F785a7e96-9552-4ae5-a804-8eb41f3198b7%2Fd77b3681-3a29-4d78-bcec-181dfbcdd50d%2F3gg8uc4_processed.png&w=3840&q=75)
Transcribed Image Text:For the beam presented below:
a) What is the degree of indeterminacy;
b) Determine the moment reactions at the supports and draw the shear and moment
diagrams. (Solve by expressing the internal moment in terms of vertical reactions
at A and B, EI is constant).
c) What would the shear diagram look like if a transverse load P was applied right at
the middle of the beam (Make a sketch of the new shear diagram).
W
A
B
L
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