Q. 2. Determine the reactions at the supports for the frame in Q. 2. E is constant. 3k/ft 10k Inc = 800 in. Q. 2 10 ft LAn= 600 in. Icn = 600 in. 10 ft
Q. 2. Determine the reactions at the supports for the frame in Q. 2. E is constant. 3k/ft 10k Inc = 800 in. Q. 2 10 ft LAn= 600 in. Icn = 600 in. 10 ft
Chapter15: Slope-deflection Method
Section: Chapter Questions
Problem 7P: Solve Problem 15.4 for the loading shown in Fig. P15.4 and the support settlements of 1 in. at B and...
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Solve this using the force method of analysis

Transcribed Image Text:Q. 2. Determine the reactions at the supports for the frame in Q. 2. E is constant.
3k/ft
B
10 k
Inc = 800 in.
Q. 2
10 ft
LAn= 600 in.
IcD = 600 in.
10 ft
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