Homework Help is Here – Start Your Trial Now!
Engineering
Civil Engineering
• 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
See similar textbooks
icon
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
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
Expert Solution
trending now

Trending now

This is a popular solution!

steps

Step by step

Solved in 4 steps with 1 images

SEE SOLUTIONCheck out a sample Q&A here
Blurred answer
Similar questions
  • SEE MORE QUESTIONS
Recommended textbooks for you
Structural Analysis
Structural Analysis
Civil Engineering
ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,
Structural Analysis (10th Edition)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Sustainable Energy
Sustainable Energy
Civil Engineering
ISBN:
9781337551663
Author:
DUNLAP, Richard A.
Publisher:
Cengage,
Traffic and Highway Engineering
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning
SEE MORE TEXTBOOKS