88 kN 2.1 m 43 kN/m 75 kN 75 kN 40 kN/m 73 kN-m 3 m Im 1.1 1.2 3 m Im 47 m
88 kN 2.1 m 43 kN/m 75 kN 75 kN 40 kN/m 73 kN-m 3 m Im 1.1 1.2 3 m Im 47 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
THANK YOU FOR ANSWERING
![88 kN
43 kN/m
2.1 m
75 kN
75 kN
40 kN/m
73 kN-m
D
3m
Im
1.1
1.2
Im
47 m
3m
m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fdeff4bc5-2667-4acb-87bc-9005992cfeee%2F79c3c819-7e07-4284-b1bc-a6af555418db%2Fhj4r72p_processed.png&w=3840&q=75)
Transcribed Image Text:88 kN
43 kN/m
2.1 m
75 kN
75 kN
40 kN/m
73 kN-m
D
3m
Im
1.1
1.2
Im
47 m
3m
m
![The continuous beam is loaded as shown in the figure. The supports at A is fixed, B, D and C are
rollers. Use Slope-Deflection in determining the following:
a. Reaction at the given supports.
b. Shear and moment diagram of the beam
E = 200 GPa and l=100x10 mm+](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fdeff4bc5-2667-4acb-87bc-9005992cfeee%2F79c3c819-7e07-4284-b1bc-a6af555418db%2Fu01dy65_processed.png&w=3840&q=75)
Transcribed Image Text:The continuous beam is loaded as shown in the figure. The supports at A is fixed, B, D and C are
rollers. Use Slope-Deflection in determining the following:
a. Reaction at the given supports.
b. Shear and moment diagram of the beam
E = 200 GPa and l=100x10 mm+
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