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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Solve the given problem in the image using SLOPE-DEFLECTION METHOD.

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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