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• 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

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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• 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
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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