ollowin Conjugate- Consider 250 mm x 250 mm section and E = 200 GPa. Show complete and organized solution. Round-off your answers to two decimal places. a=4.0m a. Vertical Reaction at C in kN. b. Moment Reaction at Cin kN-m. c. Deflection at point B in mm. d. Maximum deflection on the beam in mm b=26.0kN/m c=10kN c kN b kN/m
ollowin Conjugate- Consider 250 mm x 250 mm section and E = 200 GPa. Show complete and organized solution. Round-off your answers to two decimal places. a=4.0m a. Vertical Reaction at C in kN. b. Moment Reaction at Cin kN-m. c. Deflection at point B in mm. d. Maximum deflection on the beam in mm b=26.0kN/m c=10kN c kN b kN/m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Problem 3. Determine the following unknowns on the beam shown below using Conjugate-Beam Method. Consider 250 mm x 250 mm section and E = 200 GPa. Show complete and organized solution. Round-off your answers to two decimal places.
a. Vertical Reaction at C in kN.
b. Moment Reaction at C in kN-m.
c. Deflection at point B in mm.
d. Maximum deflection on the beam in mm
![Problem 3. Determine the following unknowns on the beam shown below using Conjugate-Beam Method.
Consider 250 mm x 250 mm section and E = 200 GPa. Show complete and organized solution. Round-off
your answers to two decimal places.
a=4.0m
a. Vertical Reaction at C in kN.
b. Moment Reaction at C in kN-m.
c. Deflection at point B in mm.
d. Maximum deflection on the beam in mm
b=26.0kN/m
c=10kN
c KN
b kN/m
m
m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F1fe15103-fe91-4703-b3be-af7f8e61417f%2F8acf4f0d-5bb6-481c-a9e6-ee713332b9b3%2F78hp3v_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Problem 3. Determine the following unknowns on the beam shown below using Conjugate-Beam Method.
Consider 250 mm x 250 mm section and E = 200 GPa. Show complete and organized solution. Round-off
your answers to two decimal places.
a=4.0m
a. Vertical Reaction at C in kN.
b. Moment Reaction at C in kN-m.
c. Deflection at point B in mm.
d. Maximum deflection on the beam in mm
b=26.0kN/m
c=10kN
c KN
b kN/m
m
m
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