Section 11.1 For Problems 11.1 through 11.16, compute the reactions for the beams and frames.E and I are constant unless noted otherwise. The force method (i.e., method of consistent distortions) is to be used. P11.1 Select RBy as the redundant. (Ans: RBy = 103.1 k) %3D 60 k 90 k B + 10 ft - 10 ft 10 ft - 10 ft Problem 11.1

Structural Analysis
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Author:KASSIMALI, Aslam.
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11.7 Problems for Solution
ting moment
11.7 Pro
lements at A
A, B, and C.
P11.6 Se
Section 11.1
For Problems 11.1 through 11.16, compute the reactions for the beams
and frames. E and I are constant unless noted otherwise. The force
method (i.e., method of consistent distortions) is to be used.
splacement
%3D
Select RBy as the redundant. (Ans: RBy = 103.1 k)
P11.1
P11.7
90 k
60k
C.
B
A
-10 ft-
-10 ft
E 10 ft 10 ft
Problem 11.1
lont
Transcribed Image Text:11.7 Problems for Solution ting moment 11.7 Pro lements at A A, B, and C. P11.6 Se Section 11.1 For Problems 11.1 through 11.16, compute the reactions for the beams and frames. E and I are constant unless noted otherwise. The force method (i.e., method of consistent distortions) is to be used. splacement %3D Select RBy as the redundant. (Ans: RBy = 103.1 k) P11.1 P11.7 90 k 60k C. B A -10 ft- -10 ft E 10 ft 10 ft Problem 11.1 lont
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