11-23. Determine the moments acting at the supports A battered-column frame. Take E = 29(10³) ksi, and D of the 1 = 600 in ¹. 6k- 15 [L B 4 k/lt 20 ft 15 ft - 20 ft
11-23. Determine the moments acting at the supports A battered-column frame. Take E = 29(10³) ksi, and D of the 1 = 600 in ¹. 6k- 15 [L B 4 k/lt 20 ft 15 ft - 20 ft
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Solve the given problem in the image using SLOPE-DEFLECTION METHOD.
![11-23. Determine the moments acting at the supports A
battered-column frame. Take E = 29(10³) ksi,
and D of the
I = 600 in ¹.
6 k
19
15 ft
B
4 k/ft
20 ft
Prob. 11-23
15 ft
D
20 ft](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F45e467c3-3e9c-4db7-a114-c03311c586aa%2Fae2b0ae2-9935-4b12-b9fe-662a1a87e116%2F54vm4c6_processed.jpeg&w=3840&q=75)
Transcribed Image Text:11-23. Determine the moments acting at the supports A
battered-column frame. Take E = 29(10³) ksi,
and D of the
I = 600 in ¹.
6 k
19
15 ft
B
4 k/ft
20 ft
Prob. 11-23
15 ft
D
20 ft
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