1. Draw the deflection diagram for the following figure 2. Use the double integration method to derive the Elastic curve equation (moment equation). Then use the moment equation to determine the deflection values. Use the conjugate beam method to determine deflections Tīguiv J. R= 24 kips w = 2 kips/ft 'P 13.5 kips C B- 40 kip . ft ↑ RA = 21.5 kips Rc = 16 kips 12 te 4- 4 (a)
1. Draw the deflection diagram for the following figure 2. Use the double integration method to derive the Elastic curve equation (moment equation). Then use the moment equation to determine the deflection values. Use the conjugate beam method to determine deflections Tīguiv J. R= 24 kips w = 2 kips/ft 'P 13.5 kips C B- 40 kip . ft ↑ RA = 21.5 kips Rc = 16 kips 12 te 4- 4 (a)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![1. Draw the deflection diagram for the following
figure
2. Use the double integration method to derive
the Elastic curve equation (moment equation).
Then use the moment equation to determine
the deflection values. Use the conjugate beam
method to determine deflections
Tiguiv J.
R= 24 kips
w = 2 kips/ft
'P = 13.5 kips
C
B-
40 kip- ft
1
RA = 21.5 kips
Rc = 16 kips
12
(a)](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F4633d53e-9286-476e-a436-be88ada7ebb6%2F2a303472-51b0-467e-8c1c-1f85b7e90407%2Fjgmsm8_processed.jpeg&w=3840&q=75)
Transcribed Image Text:1. Draw the deflection diagram for the following
figure
2. Use the double integration method to derive
the Elastic curve equation (moment equation).
Then use the moment equation to determine
the deflection values. Use the conjugate beam
method to determine deflections
Tiguiv J.
R= 24 kips
w = 2 kips/ft
'P = 13.5 kips
C
B-
40 kip- ft
1
RA = 21.5 kips
Rc = 16 kips
12
(a)
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