Analyze the beam of Problem 11.1, which is subjected to the 3. indicated loads if support B settles 2.0 in. E = 4000 ksi and I = 1200 in*. %3D (Ans: RBy = 98.96 k) %3D %3D
Analyze the beam of Problem 11.1, which is subjected to the 3. indicated loads if support B settles 2.0 in. E = 4000 ksi and I = 1200 in*. %3D (Ans: RBy = 98.96 k) %3D %3D
Chapter6: Deflections Of Beams: Geometric Methods
Section: Chapter Questions
Problem 6P
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I need 11.23. Ignore 11.24.
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
Transcribed Image Text:Select RAy and Rpy as the redundants.
middle portion rela
for the entire lengt
to be 1000 in, and
conclusion can yo
the beams
P11.22
1.5 klf
1.5 klf
The force
B
- 15 ft-
15 ft 15 ft
15 ft -
P11.32
Model the beam
42.59 k,
E = 1900 ksi ar
%3D
Problem 11.22
beam when the
suring from po
25 ft, 35 ft, 45
Section 11.4
versus the reac
For Problems 11.23 through 11.30, compute the reactions for the beams
and frames. The force method (i.e., method of consistent distortions) is
does the locati
You can quic
node at B an
EDIT pull-dc
to be used.
Analyze the beam of Problem 11.1, which is subjected to the
indicated loads if support B settles 2.0 in. E = 4000 ksi and
I = 1200 in*. (Ans: RBy = 98.96 k)
P11.23
P11.33 Model the
%3D
SAP2000. S
flection at E
Analyze the beam of Problem 11.1 with the loads removed
but if support B settles 1.5 in. E = 4000 ksi and I = 1200 in“.
same exar
P11.24
at B? Fina
%3D
%3D
to the rea
with the re
P11.25 Repeat Problem 11.24 but with support C settling 1.5 in. in-
conclusic
%3D
stead of support B. E = 4000 ksi and I = 1200 in*. (Ans:
%3D
and redur
RBy= 1.56 k)
%3D
PI1.26 Repeat Problem 11.24, only all three supports settle the fol- P11.34 Use SA
E=29
A= 40 in.., B = 2.0 in., and C = 3.5 in.
Baction
uing omounts
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