• Double Integration Method Applied on Determinate Non-Prismatic Beams Situation 4: A non-prismatic beam is loaded as shown in the Figure. The value of P is 120kN. P B D 21 21 1.50 m 1.50 m 1.50 m 1.50 m 10. Which of the following most nearly gives the value of the constanterm in the deflection equation for segment BD? a. -371.25 b. 33.75 11. Which of the following most nearly gives the deflection at B? a. 303.75/EI с. 371.25 d. -33.75 c. 219.38/EI d. 330.75/EI b. 291.38/EI 12. Which of the following most nearly gives the deflection at C? a. 291.38/EI b. 219.38/EI с. 303.75/EI d. 330.75/EI
• Double Integration Method Applied on Determinate Non-Prismatic Beams Situation 4: A non-prismatic beam is loaded as shown in the Figure. The value of P is 120kN. P B D 21 21 1.50 m 1.50 m 1.50 m 1.50 m 10. Which of the following most nearly gives the value of the constanterm in the deflection equation for segment BD? a. -371.25 b. 33.75 11. Which of the following most nearly gives the deflection at B? a. 303.75/EI с. 371.25 d. -33.75 c. 219.38/EI d. 330.75/EI b. 291.38/EI 12. Which of the following most nearly gives the deflection at C? a. 291.38/EI b. 219.38/EI с. 303.75/EI d. 330.75/EI
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![• Double Integration Method Applied on Determinate Non-Prismatic Beams
Situation 4: A non-prismatic beam is loaded as shown in the Figure. The value of P is 120KN.
P
В
D
21
21
1.50 m
1.50 m
1.50 m
1.50 m
10. Which of the following most nearly gives the value of the constant term in the deflection
equation for segment BD?
a. -371.25
c. 371.25
d. -33.75
11. Which of the following most nearly gives the deflection at B?
c. 219.38/EI
b. 33.75
а. 303.75/EI
b. 291.38/EI
d. 330.75/EI
12. Which of the following most nearly gives the deflection at C?
a. 291.38/EI
c. 303.75/EI
b. 219.38/EI
d. 330.75/EI](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F8b780f77-30d2-4fa6-b399-23ae8a9df444%2F4a629937-e501-4bac-8d3e-90fb04b8d192%2Fnhoddje_processed.png&w=3840&q=75)
Transcribed Image Text:• Double Integration Method Applied on Determinate Non-Prismatic Beams
Situation 4: A non-prismatic beam is loaded as shown in the Figure. The value of P is 120KN.
P
В
D
21
21
1.50 m
1.50 m
1.50 m
1.50 m
10. Which of the following most nearly gives the value of the constant term in the deflection
equation for segment BD?
a. -371.25
c. 371.25
d. -33.75
11. Which of the following most nearly gives the deflection at B?
c. 219.38/EI
b. 33.75
а. 303.75/EI
b. 291.38/EI
d. 330.75/EI
12. Which of the following most nearly gives the deflection at C?
a. 291.38/EI
c. 303.75/EI
b. 219.38/EI
d. 330.75/EI
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