10 kN/m B 20 KN 4 m 2 m 2 m a. Draw the shear diagram of the beam. b. Draw the moment diagram of the beam. c. What is the magnitude of the maximum moment? d. Design a rectangular section with proportions d = 2b for the maximum moment if Fb = 15 MPa. e. What is the magnitude of the maximum shear? f. Design a rectangular section with proportions d = 2b for the maximum shear if Fv = 1.5 MPa. g. Design a rectangular section with proportions d = 2b if the maximum deflection should not exceed 20 mm. Use E = 7.3 GPa.
10 kN/m B 20 KN 4 m 2 m 2 m a. Draw the shear diagram of the beam. b. Draw the moment diagram of the beam. c. What is the magnitude of the maximum moment? d. Design a rectangular section with proportions d = 2b for the maximum moment if Fb = 15 MPa. e. What is the magnitude of the maximum shear? f. Design a rectangular section with proportions d = 2b for the maximum shear if Fv = 1.5 MPa. g. Design a rectangular section with proportions d = 2b if the maximum deflection should not exceed 20 mm. Use E = 7.3 GPa.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![Problem No. 2
10 kN/m
kN
C
4 m
2 m
2 m
a. Draw the shear diagram of the beam.
b. Draw the moment diagram of the beam.
c. What is the magnitude of the maximum moment?
d. Design a rectangular section with proportions d = 2b for the maximum moment if Fb = 15 MPa.
e. What is the magnitude of the maximum shear?
f. Design a rectangular section with proportions d = 2b for the maximum shear if Fv = 1.5 MPa.
g. Design a rectangular section with proportions d = 2b if the maximum deflection should not
exceed 20 mm. Use E = 7.3 GPa.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F60a21eee-428d-400e-8462-890acccf8d67%2F7c6eb300-71d4-4428-b2e1-c9b390912e3f%2F92t0d8_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Problem No. 2
10 kN/m
kN
C
4 m
2 m
2 m
a. Draw the shear diagram of the beam.
b. Draw the moment diagram of the beam.
c. What is the magnitude of the maximum moment?
d. Design a rectangular section with proportions d = 2b for the maximum moment if Fb = 15 MPa.
e. What is the magnitude of the maximum shear?
f. Design a rectangular section with proportions d = 2b for the maximum shear if Fv = 1.5 MPa.
g. Design a rectangular section with proportions d = 2b if the maximum deflection should not
exceed 20 mm. Use E = 7.3 GPa.
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